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wall stud & floor joist load tables CSSBI 58-2004 STEEL FRAMING LIGHTWEIGHT CANADIAN SHEET STEEL BUILDING INSTITUTE

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wall stud &

f l o o r j o i s t

load tables

CSSBI 58-2004

Canadian Sheet Steel

Building Institute

652 Bishop St. N., Unit 2A

Cambridge, ON

N3H 4V6

Tel 519-650-1285

Fax 519-650-8081

www.cssbi.ca

S T E E L F R A M I N GLIGHTWEIGHT

C A N A D I A N S H E E T S T E E L B U I L D I N G I N S T I T U T E

July 2004ISBN 1-895535-45-X

TABLE OF CONTENTS

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

1

LIGHTWEIGHT

STEEL FRAMING

WALL STUD & FLOOR JOIST

LOAD TABLES

CSSBI 58-2004

Prepared for

Canadian Sheet Steel Building Institute

Prepared by

T.W.J Trestain Structural Engineering

Copyright © July 2004All rights reserved. This publication, nor any part thereof,may not be reproduced in any form without the written

permission of the publisher.

ISBN 1-895535-45-X

Commentary

Introduction ..............................................................2

Product Identification............................................2

Section Geometries ................................................2

Stud and Joist Section Property Tables...........2

Track Section Property Tables.............................3

Wind Bearing Stud Allowable

Height Tables ............................................................3

Floor Joist Load Tables...........................................4

Combines Wind and Axial

Load Bearing Stud Tables .....................................5

Symbols.......................................................................6

Design Examples .....................................................7

Stud, Joist and Track Section Properties TablesWall Stud Section Properties ............................10

Joist Section Properties ......................................12

Track Section Properties.....................................14

Wind Bearing Stud Allowable Height Tables ............................................18

Combined Axial and LateralLoadbearing Stud Tables (Sheathed) .....24

Combined Axial and Lateral Loadbearing Stud Tables(Unsheathed) ............................................32

Floor Joist Load Tables.............................40

PREFACEThe material presented in this publication has beenprepared for the general information of the reader.While the material is believed to be technically correctand in accordance with recognized good practice at thetime of publication, it should not be used without firstsecuring competent advice with respect to its suitabilityfor any specific application. Neither the CanadianSheet Steel Building Institute nor its Members warrantor assume liability for the suitability of the material forany general or particular use.

COMMENTARY

1. INTRODUCTION

The technical data in these reports is intended as an aid to thedesign professional and should not be used to replace thejudgement of a qualified Engineer or Architect.

2. PRODUCT IDENTIFICATION

The cold-formed steel framing manufacturers use a universaldesignator system for their products. The designator is afour part code which identifies depth, flange width, membertype and material thickness.

Example: 600S162-54

Notes:

1. Minimum thickness exclusive of coatings and represents95% of the design thickness. See CAN/CSA-S136-01Section A2.4.

2. The yield strength used in design, if greater than 33 ksi,needs to be identified. For example, a 1-5/8" x 6" stud witha design thickness of 0.0566" and a design yield strength of50 ksi would be designated as : 600S162-54 (50 ksi).Note that if the (50 ksi) is omitted then 33 ksi is assumed.

3. For track, "T", sections, depth is a nominal inside to insidedimension. Other dimensions are out to out.

3. SECTION GEOMETRIES

3.1 Section geometries are identified by the productdesignation as defined in the previous section.

3.2 Stud and joist lip lengths are as follows:

3.3 Stud, Joist and Track Inside Bend Radii

For stud, joist and track, the inside radius equals themaximum of (3/32" - t/2) or 1.5t where t = thicknessexclusive of coating in inches. The resulting radii areprovided in the following table:

4. STUD AND JOIST SECTION PROPERTYTABLES

4.1 Structural properties are computed in accordance withCSA Standard CAN/CSA-S136-01, North AmericanSpecification for the Design of Cold-Formed SteelStructural Members.

4.2 Steel shall meet the requirements of CAN/CSA-S136-01 with a minimum yield strength of 33 ksi fordesign thicknesses less than or equal to 0.0451" and50 ksi for design thicknesses greater than or equal to0.0566".

4.3 Section properties are computed on the basis of thedesign thicknesses shown in the tables. Designthicknesses are exclusive of coating.

4.4 Perforations are assumed to be located at mid-depthand spaced at a minimum of 24" o.c. The distancefrom the centreline of the last perforation to the endof a wall stud or joist is assumed to be 12" minimum.

Canadian Sheet Steel Building Institute

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Section

S125

S162

S200

S250

S300

Flange Width

1.250

1.625

2.000

2.500

3.000

Lip Length

0.188

0.500

0.625

0.750

0.750

Thickness

(in)

0.0346

0.0451

0.0566

0.0713

0.1017

Inside Radius

(in)

0.07645

0.07120

0.08490

0.10695

0.15255600 S 162 - 54

Member depth in1/100ths inches.Thus 600 means

600/100 = 6"

Style:S = Stud or joist sectionsT = Track sectionsU = Channel sectionsF = Furring channel sections

Flange width in1/100ths inches.Thus 162 means162/100 = 1.62" or 1-5/8"

Minimum thicknessin 1/1000ths inches.Thus 54 means54/1000 = 0.054"

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

3

4.5 The fully braced factored moment resistances, Mrx andMry are derived using effective section properties. Theincrease in yield from the cold work of forming hasbeen conservatively neglected.

4.6 The maximum unbraced length, Lu , which precludeslateral buckling in beams is calculated from theformulae in the Commentary on North AmericanSpecification for the Design of Cold-Formed SteelStructural Members, 2001 Edition, published by theAmerican iron and Steel Institute (Formulae C-C3.1.2.1-11, C-C3.1.2.1-12 & C-C3.1.2.1-14). Ky, Kt

and Cb are set equal to one.

4.7 Factored resistances include the following phi factors:

Moment φb = 0.90

Shear φv = 0.80Web Crippling See Item 3.9

4.8 The deflection inertia, Ix, includes the effects of localbuckling at the stress level resulting from specified liveloads (approximated by 0.6 x Fy). This inertia is onlyappropriate for checking serviceability limit states.

4.9 Web Crippling

4.9.1 Wall Studs

No specific provisions are currently included inCAN/CSA-S136-01 for the design of steel studflexural members with stud to track connectionssusceptible to web crippling. However, theseweb crippling provisions are provided in theStandard for Cold-Formed Steel Framing WallStud Design, American Iron and Steel Institute(pre-publication final draft) and have beenadopted herein where they apply.

The revised web crippling coefficients are asfollows:

C = 3.72CR = 0.19CN = 0.74Ch = 0.019φw = 0.76

The 0.76 phi factor was derived specifically forthis project and is based on the methodologyprovided in the Commentary on NorthAmerican Specification for the Design of Cold-Formed Steel Structural Members, 2001Edition.

The limits of applicability are as follows:

i) Stud design thickness 0.033" to 0.073"ii) Stud design yield strength 33 ksi to 50 ksiiii) Stud nominal depth 3.50" to 6"iv) Track thickness equal to or greater than the

stud thicknessv) Both flanges of the stud attached to the trackvi) Studs not adjacent to wall openings

For studs with design thicknesses greater than0.073" or depths greater than 6", the webcrippling provision for CAN/CSA-S136-01 areassumed to apply. The end one-flange loadingfastened to support condition (Table C3.4.1-2)is used with a 0.75 resistance factor, φw.

For both approaches to web crippling, anunperforated section with 1" bearing length isassumed.

4.9.2 Joists

Web crippling capacities are based on theprovisions of CAN/CSA-S136-01 with the endone-flange loading fastened to supportcondition (Table C3.4.1-2) and a 0.75resistance factor, φw. A 3" bearing length isassumed.

5. TRACK SECTION PROPERTY TABLES

5.1 The previous Commentary Items 4.1 - 4.3 apply.

5.2 The factored moment resistance, Mrx, is derived usingeffective section properties with the cold work offorming conservatively neglected. Factored shear andmoment resistances, Vr and Mrx, include a 0.8 and 0.9resistance factor respectively.

5.3 The deflection inertia, Ix, includes the effects of localbuckling at the stress level resulting from specified liveloads (approximated by 0.6 x Fy). This inertia is onlyappropriate for checking serviceability limit states.

6. WIND BEARING STUD ALLOWABLEHEIGHT TABLES

6.1 The allowable heights are computed in accordancewith the requirements of the National Building Codeof Canada 1995 and CAN/CSA S136-01, North

Canadian Sheet Steel Building Institute

4

American Specification for the Design of Cold-Formed Steel Structural Members.

6.2 Stud material, geometry and properties conform tothe Wall Stud Section Property Tables andCommentary Item 4.

6.3 Strength allowable heights are limited by end shear ormidspan moment at factored loads. The factored shearresistance and factored moment resistance are bothbased on the perforated section. Sheathing providingfull lateral support on both sides of the studs isassumed. The sheathings are to have adequatedurability, strength and rigidity to prevent the studsfrom buckling laterally and to resist the torsionalcomponent of loads not applied through the shearcentre. Loads are assumed to be uniformly distributed.

In addition to the sheathing requirements outlinedabove, provide bridging at 5'-0" o.c. or less in order toalign members and to provide the necessary structuralintegrity during construction and in the completedstructure. Design the bridging to prevent stud rotationand translation about the minor axis. Provide periodicanchorage and/or blocking-in for the bridging asrequired structurally.

6.4 The deflection allowable height (L/360) is calculatedfor the specified wind loads shown without imposingany strength limit states. In no case shall the deflectionallowable height exceed the strength allowable height.

Allowable heights for deflection limits not shown canbe calculated by multiplying the L/360 allowableheights by the following factors:

6.5 Web crippling allowable heights are limited by studweb crippling in the top or bottom track at factoredloads.

6.6 Design end connections for the applied wind shear.Asterisks indicate heights where the factored endreaction exceeds the factored web crippling resistance,Pr. Reduce the allowable height to the value providedfor web crippling or design end connections that are

not susceptible to web crippling.

6.7 Refer to the Design Example for Wind Bearing Studs(Commentary Item 10).

7. FLOOR JOIST LOAD TABLES

7.1 The load tables are computed in accordance with therequirements of the National Building Code ofCanada 1995 and CAN/CSA S136-01, NorthAmerican Specification for the Design of Cold-Formed Steel Structural Members.

7.2 Joist material, geometry and properties conform to theJoist Section Property Tables and Commentary Item 4.

7.3 Strength loads are limited by end shear or midspanmoment. The factored shear resistance and factoredmoment resistance are both based on the perforatedsection. Strength loads are to be checked against thesum of the factored live and dead loads. The live loadfactor is 1.5 and the dead load factor is 1.25.Deflection loads are to be checked against specified(unfactored) design live loads.

7.4 No vibration limit state has been imposed.

7.5 Joists are analyzed as single span members withadequate web stiffeners provided at the location ofreactions or concentrated loads. Spans are not limitedby web crippling. Design web stiffeners toaccommodate concentrated loads or reactions. Refer toCAN/CSA S136-01.

7.6 Joists are assumed to be fully restrained with respect tolateral instability and with respect to torsionallyeccentric loads not applied through the shear centre.Loads are assumed to be uniformly distributed.

7.7 Allowable specified loads for other deflection limitscan be calculated by multiplying the L/360 specifiedloads by the following factors:

7.8 Provide floor sheathing supplemented by bridging at7'-0" o.c. or less in order to align members and toprovide the necessary structural integrity during

Required

Deflection Limit

L/1000

L/720

L/600

L/360

L/240

L/180

Factor

0.711

0.794

0.843

1.000

1.145

1.260 Required

Deflection Limit

L/480

L/360

L/300

L/240

L/180

Factor

0.750

1.000

1.200

1.500

2.000

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

5

construction and in the completed structure. Designthe bridging to prevent joist rotation and translationabout the minor axis. Provide periodic anchorageand/or blocking-in for the bridging as requiredstructurally.

7.9 Refer to the Design Example for Floor Joists(Commentary Item 11).

8. COMBINED WIND AND AXIAL LOADBEARING STUD TABLES

8.1 SHEATHED AND UNSHEATHED

8.1.1 The factored loads are computed in accordancewith the requirements of the National BuildingCode of Canada 1995 and CAN/CSA S136-01, North American Specification for theDesign of Cold-Formed Steel StructuralMembers.

8.1.2 Stud material, geometry and propertiesconform to the Stud Section Properties Tableand Commentary Item 4.

8.1.3 Factored wind loads for strength are assumedto be based on q(1/30) hourly wind pressures.

8.1.4 Specified wind loads for deflection are assumedto be based on q(1/10) hourly wind pressures.Loads without asterisks do not exceed L/360deflection under wind alone. Loads withasterisks do not exceed L/180 deflection underwind alone. The wind loads used to calculatethese deflection limits are specified wind loadsbased on an approximation to q(1/10) referencevelocity pressures. (The factored wind load isdivided by 1.5 to obtain the specified wind loadwhich in turn is multiplied by 0.80 to obtain anapproximation to a wind load based on a q(1/10)reference velocity pressure.) The magnification ofdeflection by axial load is neglected.

For a more accurate deflection check, refer tothe Wind Bearing Stud Allowable Height Tables.

8.1.5 Wind loads are assumed to be uniformlydistributed.

8.1.6 Web crippling is not checked. Design the studend connections to transmit the applied windshear and axial load.

8.1.7 Where dead, live and/or wind loads arecombined, the appropriate load combinationfactors must be applied before using the tables.

8.1.8 Refer to the Design Example for CombinedWind and Axial Loadbearing Studs(Commentary Item 12).

8.2 SHEATHED TABLES

8.2.1 The factored loads are limited by theinteraction of axial load and major axisbending due to wind. End shear due to windalone is checked. Factored resistances are basedon the perforated section.

Studs subject to web crippling have not beenflagged in the tables. Refer to the WindBearing Stud Tables for limiting stud heights insituations where web crippling applies. Whereweb crippling is critical, bearing stiffeners atthe top and bottom track may be required.Refer to CAN/CSA-S136-01.

8.2.2 For factored axial resistance, φc = 0.8.

8.2.3 Sheathing providing full lateral support onboth sides of the studs is assumed. Thesheathings are to have adequate durability,strength and rigidity to prevent the studs frombuckling laterally and to resist the torsionalcomponent of loads not applied through theshear centre. (Some wallboard and sheathingmaterials provide partial support only. Refer toCAN/CSA S136-01 Clause D4.1 or use theunsheathed tables.)

8.2.4 Axial loads are assumed to be concentricallyapplied to studs with respect to the X and Yaxes. (Some end connection details can introducesignificant eccentricities which will reduce thestud capacities given in the tables.)

8.2.5 Provide bridging at 4'-0" o.c. or less in order toalign members and to provide the necessarystructural integrity during construction and inthe completed structure. Design the bridgingto prevent stud rotation and translation aboutthe minor axis. Provide periodic anchorage forthe bridging as required structurally.

8.2.6 Effective lengths are calculated as follows (onlymajor axis buckling is considered):

• Kx = 1• Lx = the overall length of the stud

8.2.7 Studs are treated as compressive members inframes that are braced against joint translation.Provide the necessary bracing to adequatelycontrol the sidesway of the overall structure

Canadian Sheet Steel Building Institute

6

either due to wind, seismic loads or P-deltaeffects.

8.3 UNSHEATHED TABLES

8.3.1 The factored loads are limited by theinteraction of axial load and major axis flexuralbending due to wind. End shear due to windalone is checked. Factored resistances formoment, shear and axial load are based on theperforated section. The factored resistance formoment includes the effects of lateralinstability assuming an unsupported lengthequal to the maximum permitted bridgingspacing. The effects of warping torsion due toloads not applied through the shear centre arenot included in the tables.

Studs subject to web crippling have not beenflagged in the tables. Refer to the WindBearing Stud Tables for limiting stud heights insituations where web crippling applies. Whereweb crippling is critical, bearing stiffeners atthe top and bottom track may be required.Refer to CAN/CSA-S136-01.

8.3.2 For factored axial resistance, φc = 0.8

8.3.3 Sheathing is not relied on to restrain the studs.Periodic lateral and torsional support isassumed to be provided by bridging spaced at amaximum of 4’ - 0” o.c. The bridging need notbe spaced equally over the height of the studprovided that the 4’ - 0” spacing limit betweenlines of bridging and between the last line ofbridging and the end of the stud is adhered to.The ends of the studs are also assumed to belaterally and torsionally restrained.

Design bridging for the accumulated torsionbetween bridging lines in combination with2% of the factored compressive force in eachstud. Refer to CAN/CSA S136-01. Provideperiodic anchorage for the bridging as requiredstructurally.

8.3.4 Axial loads are assumed to be concentricallyapplied to studs with respect to the X and Yaxes. (Some end connection details can introducesignificant eccentricities which will reduce thestud capacities given in the tables.)

8.3.5 Effective lengths are calculated as follows(major axis, minor axis and torsional-flexuralbuckling is considered):

• Kx, Ky and Kt = 1• Lx = the overall length of the stud• Ly, Lt = maximum distance between lines of

bridging

8.3.6 Studs are treated as compressive members inframes that are braced against joint translation.Provide the necessary bracing to adequatelycontrol the sidesway of the overall structure eitherdue to wind, seismic loads or P-delta effects.

9. SYMBOLS

A = out to out depth of stud (in.)= nominal depth of track (in.)

Area = fully effective (unreduced for local buckling)area (in.2)

B = out to out width of flange (in.)

C = out to out depth of lip stiffener (in.)

Cw = warping torsional constant (in.6)

Fy = minimum yield strength (ksi)

Ix = fully effective (unreduced for local buckling)moment of inertia about the major axis (in.4)

Ix (defl.) = effective moment of inertia about the majoraxis for checking deflections with specified(unfactored) loads (in.4)

Iy = fully effective (unreduced for local buckling)moment of inertia about the minor axis (in.4)

J = St. Venant torsional constant (in.4)

j = torsional-flexural buckling parameter forsingly symmetric beam-columns (in.)

m = distance from centreline of web to the shearcentre (in.)

Mrx = fully braced factored moment resistance aboutthe major axis (in.kips)

Mry = fully braced factored moment resistance aboutthe minor axis with the web in compression orwith the lips in compression (in.kips)

Lu = maximum unbraced length of flexuralmembers which precludes lateral buckling(in.)

Pr = factored web crippling resistance (kips)

r = inside bend radius (in.)

rx = fully effective (unreduced for local buckling)radius of gyration about the major axis (in.)

ry = fully effective (unreduced for local buckling)radius of gyration about the minor axis (in.)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

7

Sf = fully effective (unreduced for local buckling)section modulus.

t = design steel thickness exclusive of coating (in.)

Vr = factored shear resistance (kips)

Weight = weight per foot based on uncoated,unperforated steel (lbs./ft.)

xcg = distance to centroid from back of web for thefully effective section (unreduced for localbuckling) (in.)

xo = distance from shear centre to centroid (in.)

10. DESIGN EXAMPLE NO. 1 – WIND BEARING STUDS

Given:

Specified (unfactored) design wind load derived fromq(1/30) reference velocity pressure = 30 psf (forchecking strength)

Specified (unfactored) design wind load derived fromq(1/10) reference velocity pressure = 24 psf (forchecking deflection)

Height of studs = 11'-0"

Maximum allowable deflection = L/360

Stud depth for architectural considerations = 6"

Calculations:

Try 600S162-43 (with design t=0.0451" and Fy = 33 ksi)spaced at 24" o.c.

From the Wind Bearing Stud Allowable HeightTables:

Allowable height for deflection is based on 24 psfspecified wind load derived from q(1/10) referencevelocity pressure - conservatively use 25 psf.Allowable height = 12.6 ft. > 11.0 ft. OK

Allowable height for strength is based on 30 psfspecified wind load (45 psf factored) derived fromq(1/30) reference velocity pressure.Allowable height = 13.0 ft. > 11.0 ft. OK

The asterisk on the strength allowable height indicatesthat an end connection not susceptible to webcrippling is required or the allowable height is to bereduced below 13.0 ft.

Allowable height to eliminate web crippling isbased on 30 psf specified wind load (45 psffactored) derived from q(1/30) reference velocity

pressure.Allowable height = 11.3 ft. > 11.0 ft. OK

Conclusion:

Use 600S162-43 (with design t=0.0451" and Fy = 33 ksi)spaced at 24" o.c. with 2 rows of bridging.

Bridging requirements are based on the recommended5'-0" maximum spacing from Commentary Item 6.3.In addition, sheathing meeting the requirements ofCommentary Item 6.3 is required on both sides of thestuds. Provide bridging and bridging connectiondetails in accordance with industry standard practice.

11. DESIGN EXAMPLE NO. 2 – FLOOR JOISTS

Given:

Specified (unfactored) live load = 40 psf

Specified (unfactored ) dead load = 15 psf

Required joist depth for architectural considerations = 8 in.

16'-0" single span

Calculations:

Factored load = αDD + αLL = (1.25)(15) + (1.50)(40)= 78.8 psf

Try 800S162-54 (50 ksi) joist (with design t = 0.0566"and Fy = 50 ksi) spaced at 16" o.c.

Strength = 108 > 78.8 psf OKL/360 = 44 > 40 psf OK

Conclusion:

Use 800S162-54 (50 ksi) joist (with design t =0.0566" and Fy = 50 ksi) spaced at 16" o.c.

Provide web stiffeners over the supports designed inaccordance with the requirements of CAN/CSA-S136-01. Provide top flange floor sheathing in combinationwith 2 rows of bottom flange bridging to restrain thejoists. Bridging requirements are based on therecommended 7'-0" maximum spacing fromCommentary Item 7.8. Design sheathing and bridgingand their connections in accordance with therequirements of CAN/CSA-S136-01.

Where vibration is a concern, additional engineering isrequired.

Canadian Sheet Steel Building Institute

8

12. DESIGN EXAMPLE NO. 3 – COMBINED WIND AND AXIAL LOADBEARING STUDS

Given:

Specified (Unfactored) Loads:Axial Live Load = 3.9 kipsAxial Dead Load = 1.8 kipsWind Load = 25 psf (based on q(1/30))

= 20 psf (based on q(1/10))

Height of Studs = 10'- 0"

Restraint of sheathing to be neglected. Axial loads areapplied concentrically with respect to both the X andthe Y axes.

Calculations:

Try 600S162-54 (50 ksi) (with design t = 0.0566" andFy = 50 ksi) spaced at 16" o.c.

The combination of factored loads is given in the1995 National Building Code as:

αDD + γψ(αLL + αWW + αTT)

Where:D = specified axial dead load (kips)L = specified axial live load (kips)W = specified wind load (psf )T = 0 (typically)αD = 1.25αL = 1.50αW = 1.25γ = 1.00ψ = 1.00 or 0.70

An asterisk on the strength allowable height indicatesthat an end connection not susceptible to webcrippling is required or the allowable height is to bereduced.

Dead + Wind Load Case

Factored Load Combination = 1.25D + 1.50W

Wf (factored wind load) = 1.50W= 1.50(25)= 37.5 psf

Cf (factored axial load) = 1.25D= 1.25(1.8)= 2.25 kips

From the unsheathed tables determine the maximumfactored compressive resistance for 37.5 psf factoredwind (interpolate between 30 and 40 psf )

Cr = 6.75 kips (at 30.0 psf )= 6.27 kips (at 40.0 psf )

Cr = 6.39 kips (at 37.5 psf by interpolation) > 2.25 kipsOK

Dead + Live Load Case

Factored Load Combination = 1.25D + 1.50L

Wf (factored wind load) = 0.0

Cf (factored axial load) = 1.25D + 1.50L= 1.25(1.8) + 1.50(3.9)= 8.10 kips

From the unsheathed tables determine the maximumfactored compressive resistance for 0 psf factoredwind:

Cr = 8.24 kips > 8.10 kips OK

Dead + Wind + Live Load Case

Factored Load Combination = 1.25D + 0.70(1.50W + 1.50L)= 1.25D + 1.05W + 1.05L

Wf (factored wind load) = 1.05W= 1.05(25)= 26.3 psf

Cf (factored axial load) = 1.25D + 1.05L= 1.25(1.8) + 1.05(3.9)= 6.35 kips

From the unsheathed tables, determine the maximumfactored compressive resistance for 26.3 psf factored wind byinterpolating between 20 and 30 psf:

Cr = 7.23 kips (at 20 psf )Cr = 6.75 kips (at 30 psf )

Cr = 6.93 kips (at 26.3 psf by interpolation) > 6.35 kips OK

Wind Load Case for Web Crippling Check

From the Wind Bearing Stud Allowable Height Tables, for25 psf specified (37.5 psf factored) wind load based onq(1/30) reference velocity pressure:

Web crippling allowable height = 46.2 > 10.0 ft. OK

Wind Load Case for Deflection Check

From the Wind Bearing Stud Allowable Height Tables, for20 psf specified (unfactored) wind load based on q(1/10)

reference velocity pressure:

L/360 allowable height = 16.7 > 10.0 ft. OK

Conclusion:

Use 600S162-54 (50 ksi) (with design t = 0.0566" andFy = 50 ksi) spaced at 16" o.c. with 2 lines of bridgingarranged so that the maximum spacing does not exceed4’ - 0" o.c. See Commentary Item 8.3.3.

Detail end connections to insure concentric axial loadingwith respect to the X and the Y axes and to transmit the endshear. Design bridging and its anchorage in accordance withthe requirements of CAN/CSA-S136-01.

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

9

BB

4.0 in. max.4.0 in. max.

1.5 in. max.max.

BB

CC

CC

AA

mm

xcgxcg

xoxo

t

s.c. c.g.

r

Wall Stud and Joist Section Dimensions

STUD, JOIST AND TRACK SECTION PROPERTY TABLES

AA

BB

Track Section Dimensions

Canadian Sheet Steel Building Institute

10

Wall Stud Section Properties

StudDesignation

350S125-33350S125-43350S125-54350S162-33350S162-43350S162-54350S162-68350S162-97362S125-33362S125-43362S125-54362S162-33362S162-43362S162-54362S162-68362S162-97400S125-33400S125-43400S125-54400S162-33400S162-43400S162-54400S162-68400S162-97

350S125-33350S125-43350S125-54350S162-33350S162-43350S162-54350S162-68350S162-97362S125-33362S125-43362S125-54362S162-33362S162-43362S162-54362S162-68362S162-97400S125-33400S125-43400S125-54400S162-33400S162-43400S162-54400S162-68400S162-97

5.888.21

14.808.27

11.1020.1025.3034.00

6.188.61

15.608.66

11.6021.0026.5035.60

7.099.86

17.909.87

13.2024.0030.3040.80

28.628.422.942.742.634.434.434.728.528.422.842.642.534.334.334.528.428.222.742.342.134.134.034.0

1.111.452.622.553.366.217.649.901.121.452.622.553.376.227.669.951.121.462.642.563.386.257.71

10.10

1.151.462.632.703.456.357.659.901.161.462.642.713.466.387.689.951.171.482.662.743.506.457.77

10.10

1.312.224.311.312.224.315.387.301.312.224.311.312.224.315.597.611.252.224.311.252.224.316.238.52

0.3250.5431.2200.3250.5431.2201.8202.4000.3240.5411.2200.3240.5411.2201.8102.4000.3200.5351.2100.3200.5351.2101.8002.380

0.3880.4980.6090.5080.6540.8040.9851.3200.4210.5410.6610.5510.7100.8731.0701.4400.5310.6820.8360.6920.8921.1001.3501.810

0.03630.04590.05470.09810.12500.15200.18400.23900.03670.04640.05530.09930.12700.15400.18600.24200.03770.04770.05680.10300.13100.15900.19200.2500

0.2210.2840.3480.2900.3740.4600.5630.7550.2320.2980.3650.3040.3920.4820.5900.7920.2650.3410.4180.3460.4460.5490.6730.907

5.197.66

13.907.64

10.6019.1024.7033.20

5.407.99

14.507.95

11.0020.0025.8034.90

6.038.95

16.308.87

12.4022.4029.2040.20

1.031.342.432.373.125.767.079.081.041.352.442.383.135.787.139.181.041.362.472.393.155.837.219.43

1.0701.3502.4302.5103.2005.8907.0709.0801.0801.3602.4602.5303.2305.9407.1309.1801.1001.4002.5202.5903.3106.0807.3109.430

0.6230.8071.2100.6230.8071.2101.1500.9920.6670.8641.3000.6670.8641.3001.2801.1200.7601.0401.5600.7601.0401.5601.7401.550

0.3810.4930.6030.5080.6540.8040.9851.3200.4140.5350.6550.5510.7100.8731.0701.4400.5230.6760.8280.6920.8921.1001.3501.810

DesignThickness

(in)

0.03460.04510.05660.03460.04510.05660.07130.10170.03460.04510.05660.03460.04510.05660.07130.10170.03460.04510.05660.03460.04510.05660.07130.1017

3.5003.5003.5003.5003.5003.5003.5003.5003.6253.6253.6253.6253.6253.6253.6253.6254.0004.0004.0004.0004.0004.0004.0004.000

1.2501.2501.2501.6251.6251.6251.6251.6251.2501.2501.2501.6251.6251.6251.6251.6251.2501.2501.2501.6251.6251.6251.6251.625

0.1880.1880.1880.5000.5000.5000.5000.5000.1880.1880.1880.5000.5000.5000.5000.5000.1880.1880.1880.5000.5000.5000.5000.500

0.720.931.150.881.141.411.752.420.730.951.170.891.161.441.782.460.771.001.240.941.211.511.872.59

333350333350505033335033335050503333503333505050

0.2100.2720.3370.2580.3340.4150.5150.7110.2150.2780.3440.2620.3400.4220.5240.7240.2280.2950.3650.2750.3570.4430.5500.762

0.3130.3130.3120.5460.5460.5450.5440.5400.3070.3070.3060.5370.5370.5360.5350.5320.2900.2910.2900.5120.5130.5120.5110.508

0.4850.4790.4720.7960.7890.7820.7720.7520.4800.4740.4660.7890.7820.7740.7650.7450.4650.4590.4520.7680.7610.7540.7450.725

0.7810.7690.7551.3201.3101.3001.2801.2400.7700.7580.7441.3101.3001.2801.2601.2300.7380.7270.7131.2601.2501.2401.2201.180

0.0870.1090.1310.2770.3500.4260.5140.6720.0940.1180.1420.2970.3760.4570.5520.7230.1180.1480.1780.3630.4600.5600.6770.889

.000084

.000185

.000360

.000103

.000227

.000443

.000872

.002450

.000086

.000188

.000367

.000105

.000230

.000451

.000887

.002500

.000091

.000200

.000390

.000110

.000242

.000473

.000933

.002630

2.042.042.072.072.072.072.072.092.112.112.152.122.112.112.122.142.362.362.412.252.252.252.262.30

1.361.351.341.401.401.391.381.361.401.391.391.451.451.441.431.411.531.521.511.591.581.571.561.54

0.4160.4110.4030.6170.6120.6060.5970.5790.4140.4090.4010.6160.6110.6050.5960.5780.4070.4020.3940.6110.6060.6000.5910.573

DepthA

(in)

FlangeB

(in)

LipC

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

m

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

rx

(in)

ry

(in)

DIMENSIONS UNPERFORATED PROPERTIES

StudDesignation

Mrx

(in.kips)

Lu

(in)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Web Cripp.Pr

(kips)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Ixdefl.(in4)

UNPERFORATED PROPERTIES PERFORATED PROPERTIES

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

11

Wall Stud Section Properties

StudDesignation

550S125-33550S125-43550S125-54550S162-33550S162-43550S162-54550S162-68550S162-97600S125-33600S125-43600S125-54600S162-33600S162-43600S162-54600S162-68600S162-97800S162-43800S162-54800S162-68800S162-97

550S125-33550S125-43550S125-54550S162-33550S162-43550S162-54550S162-68550S162-97600S125-33600S125-43600S125-54600S162-33600S162-43600S162-54600S162-68600S162-97800S162-43800S162-54800S162-68800S162-97

9.9514.9027.3015.2020.3037.0046.8063.6011.0016.5030.3017.1022.9041.7052.9072.0030.3055.3074.80

109.00

27.827.622.141.341.133.233.132.827.627.321.941.140.933.032.832.539.832.131.931.4

1.131.482.672.583.426.327.83

10.401.131.482.682.583.426.337.85

10.503.446.377.92

10.60

1.201.522.752.833.616.668.03

10.401.211.532.772.853.646.718.09

10.503.726.868.28

10.80

0.891.983.950.891.983.956.84

12.200.821.813.610.821.813.616.84

13.401.342.675.39

13.90

0.3050.5151.1700.3050.5151.1701.7402.3200.3010.5091.1600.3010.5091.1601.7302.3000.3240.7541.1602.230

1.1401.4701.8101.4601.8802.3202.8603.8901.4101.8202.2401.7902.3202.8603.5204.8004.6305.7407.0909.710

0.04090.05160.06160.11300.14500.17600.21300.27700.04170.05270.06280.11600.14800.18100.21800.28400.16000.19500.23500.3060

0.4140.5340.6560.5300.6850.8451.0401.4100.4700.6060.7450.5980.7720.9531.1701.6001.1601.4301.7702.430

9.9514.9027.3015.2020.3037.0046.8063.6011.0016.5030.3017.1022.9041.7052.9072.0030.3055.3074.80

109.00

1.061.392.522.413.205.927.389.981.061.392.532.413.215.947.41

10.003.235.977.47

10.20

1.1701.4802.6602.7403.5006.4507.770

10.1001.1801.4902.7002.7703.5506.5307.870

10.2003.6606.7508.150

10.600

0.8921.5302.4000.8921.5302.4003.2403.8700.8151.5802.4900.8151.5802.4903.6804.8701.3402.6704.3007.590

1.1001.4601.7901.4601.8802.3202.8603.8901.3401.7902.2201.7902.3202.8603.5204.8004.4805.5707.0509.710

DesignThickness

(in)

0.03460.04510.05660.03460.04510.05660.07130.10170.03460.04510.05660.03460.04510.05660.07130.10170.04510.05660.07130.1017

5.5005.5005.5005.5005.5005.5005.5005.5006.0006.0006.0006.0006.0006.0006.0006.0008.0008.0008.0008.000

1.2501.2501.2501.6251.6251.6251.6251.6251.2501.2501.2501.6251.6251.6251.6251.6251.6251.6251.6251.625

0.1880.1880.1880.5000.5000.5000.5000.5000.1880.1880.1880.5000.5000.5000.5000.5000.5000.5000.5000.500

0.951.231.531.111.441.802.243.111.011.311.631.171.521.892.363.291.832.282.843.98

3333503333505050333350333350505033505050

0.2790.3620.4500.3270.4240.5280.6570.9150.2970.3850.4790.3440.4470.5560.6930.9660.5370.6700.8361.170

0.2390.2410.2410.4340.4350.4340.4330.4310.2270.2280.2280.4130.4140.4140.4130.4110.3480.3480.3490.349

0.4140.4080.4010.6970.6910.6840.6750.6560.3990.3930.3860.6770.6700.6630.6550.6360.6010.5940.5860.568

0.6360.6260.6131.1101.1001.0901.0701.0400.6080.5980.5861.0701.0601.0501.0300.9970.9260.9140.8990.866

0.2460.3090.3740.7130.9051.1001.3401.7700.3000.3790.4570.8611.1001.3401.6302.1502.0802.5403.0904.110

.000112

.000246

.000481

.000130

.000288

.000564

.001110

.003150

.000118

.000261

.000511

.000137

.000303

.000594

.001170

.003330

.000364

.000715

.001420

.004030

3.653.663.763.023.023.043.083.184.184.204.323.353.353.383.433.565.045.115.225.47

2.022.012.002.112.112.102.092.062.182.172.162.282.282.272.262.232.942.932.912.88

0.3820.3780.3700.5890.5840.5780.5690.5500.3750.3700.3620.5810.5760.5700.5610.5420.5460.5390.5300.511

DepthA

(in)

FlangeB

(in)

LipC

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

m

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

rx

(in)

ry

(in)

DIMENSIONS UNPERFORATED PROPERTIES

StudDesignation

Mrx

(in.kips)

Lu

(in)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Web Cripp.Pr

(kips)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Ixdefl.(in4)

UNPERFORATED PROPERTIES PERFORATED PROPERTIES

12

Joist Section Properties

JoistDesignation

600S162-43600S162-54600S162-68600S162-97800S162-43800S162-54800S162-68800S162-97800S200-43800S200-54800S200-68800S200-97800S250-43800S250-54800S250-68800S250-971000S162-541000S162-681000S162-971000S200-541000S200-681000S200-97

600S162-43600S162-54600S162-68600S162-97800S162-43800S162-54800S162-68800S162-97800S200-43800S200-54800S200-68800S200-97800S250-43800S250-54800S250-68800S250-971000S162-541000S162-681000S162-971000S200-541000S200-681000S200-97

22.9041.7052.9072.0030.3055.3074.80

109.0038.4067.4089.60

126.0040.8074.5097.20

146.0070.7096.90

147.0076.70

109.00168.00

40.933.032.832.539.832.131.931.450.340.640.440.063.651.451.350.931.331.030.439.839.539.0

3.426.337.85

10.503.446.377.92

10.605.219.69

12.2016.80

7.8314.7018.6026.20

6.397.95

10.709.73

12.3016.90

3.646.718.09

10.503.726.868.28

10.805.73

10.6012.9017.20

8.5616.2020.1027.00

6.968.40

10.9010.8013.2017.50

1.813.616.84

13.401.342.675.39

13.901.342.675.39

13.901.342.675.39

13.902.124.27

12.602.124.27

12.60

0.5241.1901.7903.3500.5001.1501.7303.2500.5001.1501.7303.2500.5001.1501.7303.2501.1001.6703.1701.1001.6703.170

2.3202.8603.5204.8004.6305.7407.0909.7105.3006.5708.140

11.2006.1407.6209.460

13.1009.950

12.30017.00011.30014.00019.300

0.14800.18100.21800.28400.16000.19500.23500.30600.29200.35700.43500.57700.53700.66000.81001.09000.20500.24700.32100.37800.46000.6110

0.7720.9531.1701.6001.1601.4301.7702.4301.3301.6402.0402.8001.5301.9102.3603.2701.9902.4703.3902.2602.8003.870

22.9041.7052.9072.0030.3055.3074.80

109.0038.4067.4089.60

126.0040.8074.5097.20

146.0070.7096.90

147.0076.70

109.00168.00

3.215.947.41

10.003.235.977.47

10.204.879.07

11.5016.00

7.3213.7017.4024.80

5.997.51

10.309.09

11.5016.10

3.5506.5307.870

10.2003.6606.7508.150

10.6005.630

10.40012.70016.800

8.39015.90019.70026.400

6.8908.320

10.80010.70013.00017.300

1.5802.4903.6804.8701.3402.6704.3007.5901.3402.6704.3007.5901.3402.6704.3007.5902.1204.2709.1702.1204.2709.170

2.3202.8603.5204.8004.4805.5707.0509.7105.3006.5708.140

11.2006.0807.5609.460

13.1009.310

11.90017.00010.60013.60019.300

DesignThickness

(in)

0.04510.05660.07130.10170.04510.05660.07130.10170.04510.05660.07130.10170.04510.05660.07130.10170.05660.07130.10170.05660.07130.1017

6.0006.0006.0006.0008.0008.0008.0008.0008.0008.0008.0008.0008.0008.0008.0008.000

10.00010.00010.00010.00010.00010.000

1.6251.6251.6251.6251.6251.6251.6251.6252.0002.0002.0002.0002.5002.5002.5002.5001.6251.6251.6252.0002.0002.000

0.5000.5000.5000.5000.5000.5000.5000.5000.6250.6250.6250.6250.7500.7500.7500.7500.5000.5000.5000.6250.6250.625

1.521.892.363.291.832.282.843.981.982.473.094.322.172.713.394.762.663.334.672.863.575.02

33505050335050503350505033505050505050505050

0.4470.5560.6930.9660.5370.6700.8361.1700.5820.7260.9071.2700.6390.7970.9961.4000.7830.9781.3700.8391.0501.470

0.4140.4140.4130.4110.3480.3480.3490.3490.4890.4890.4880.4870.6860.6860.6850.6830.3020.3030.3050.4270.4270.427

0.6700.6630.6550.6360.6010.5940.5860.5680.8110.8040.7960.7771.0901.0801.0701.0600.5380.5310.5140.7370.7290.711

1.0601.0501.0300.9970.9260.9140.8990.8661.2801.2601.2501.2101.7501.7401.7201.6900.8120.7980.7681.1401.1201.090

1.1001.3401.6302.1502.0802.5403.0904.1103.8004.6605.7107.6807.0708.710

10.70014.600

4.2005.1206.8307.6709.400

12.700

.000303

.000594

.001170

.003330

.000364

.000715

.001420

.004030..000395.000775.001540.004380.000433.000851.001690.004820.000836.001660.004730.000896.001780.005080

3.353.383.433.565.045.115.225.474.524.564.624.764.324.344.374.447.427.618.036.336.446.68

2.282.272.262.232.942.932.912.883.023.013.002.973.103.093.083.063.573.553.523.673.653.62

0.5760.5700.5610.5420.5460.5390.5300.5110.7080.7010.6920.6740.9170.9100.9020.8830.5110.5020.4840.6710.6620.644

DepthA

(in)

FlangeB

(in)

LipC

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

m

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

rx

(in)

ry

(in)

DIMENSIONS UNPERFORATED PROPERTIES

JoistDesignation

Mrx

(in.kips)

Lu

(in)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Web Cripp.Pr

(kips)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Ixdefl.(in4)

UNPERFORATED PROPERTIES PERFORATED PROPERTIES

Canadian Sheet Steel Building Institute

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

13

Joist Section Properties

JoistDesignation

1000S250-541000S250-681000S250-971000S300-541000S300-681000S300-971200S162-681200S162-971200S200-681200S200-971200S250-681200S250-971200S300-681200S300-971400S162-681400S162-971400S200-681400S200-971400S250-681400S250-971400S300-681400S300-97

91.90131.00199.00

93.10133.00211.00119.00184.00133.00210.00143.00239.00158.00273.00141.00221.00158.00251.00169.00286.00174.00299.00

50.650.449.959.759.559.130.129.538.738.149.649.158.858.329.328.737.937.248.848.258.157.5

14.7018.7026.4019.1024.4034.90

7.9810.8012.3017.0018.7026.5024.5035.10

8.0010.8012.3017.1018.8026.6024.6035.20

16.5020.5027.6021.8027.1036.80

8.4911.1013.3017.7020.7027.9027.5037.40

8.5511.2013.4017.9021.0028.2027.9037.80

2.124.27

12.602.124.27

12.603.54

10.403.54

10.403.54

10.403.54

10.403.028.863.028.863.028.863.028.86

1.1001.6703.1701.1001.6703.1701.6203.0901.6203.0901.6203.0901.6203.0901.5803.0201.5803.0201.5803.0201.5803.020

12.90016.10022.30014.30017.80024.80019.50027.00021.90030.40025.00034.70027.50038.30029.00040.10032.30044.90036.50050.80039.90055.700

0.70300.86201.16001.09001.35001.83000.25600.33300.47900.63600.90301.22001.41001.92000.26300.34200.49500.65600.93601.26001.47001.9900

2.5903.2204.4602.8703.5704.9603.2504.4903.6605.0704.1605.7904.5906.3904.1405.7304.6106.4105.2107.2505.7007.960

91.90131.00199.00

93.10133.00211.00119.00184.00133.00210.00143.00239.00158.00273.00141.00221.00158.00251.00169.00286.00174.00299.00

13.7017.5024.9017.9022.8032.80

7.5310.3011.5016.2017.5025.0022.9032.90

7.5410.3011.6016.2017.6025.1022.9033.00

16.30020.20027.20021.50026.70036.200

8.43011.00013.20017.50020.50027.70027.20036.900

8.51011.10013.30017.70020.80028.00027.60037.500

2.1204.2709.1702.1204.2709.1703.5409.4703.5409.4703.5409.4703.5409.4703.0208.8603.0208.8603.0208.8603.0208.860

12.80016.10022.30013.60017.30024.80018.30026.60020.70030.10023.80034.40026.80038.30026.10038.60029.50043.40033.70049.30035.90054.200

DesignThickness

(in)

0.05660.07130.10170.05660.07130.10170.07130.10170.07130.10170.07130.10170.07130.10170.07130.10170.07130.10170.07130.10170.07130.1017

10.00010.00010.00010.00010.00010.00012.00012.00012.00012.00012.00012.00012.00012.00014.00014.00014.00014.00014.00014.00014.00014.000

2.5002.5002.5003.0003.0003.0001.6251.6252.0002.0002.5002.5003.0003.0001.6251.6252.0002.0002.5002.5003.0003.000

0.7500.7500.7500.7500.7500.7500.5000.5000.6250.6250.7500.7500.7500.7500.5000.5000.6250.6250.7500.7500.7500.750

3.103.875.453.294.125.793.815.364.065.714.366.144.606.494.306.054.546.404.856.835.097.18

50505050505050505050505050505050505050505050

0.9101.1401.6000.9671.2101.7001.1201.5801.1901.6801.2801.8001.3501.9101.2601.7801.3301.8801.4202.0101.5002.110

0.6040.6040.6030.7680.7670.7640.2690.2720.3800.3810.5400.5400.6890.6880.2430.2470.3430.3460.4900.4910.6270.627

1.0000.9940.9761.2301.2201.2100.4850.4700.6730.6560.9260.9091.1501.1300.4470.4330.6250.6090.8670.8511.0801.060

1.5801.5601.5301.9701.9601.9200.7190.6911.0200.9871.4301.4001.8001.7700.6540.6280.9320.9041.3201.2901.6701.640

14.20017.50023.80021.70026.80036.7007.740

10.30014.20019.10026.30035.90040.30055.30011.00014.70020.10027.20037.20050.80057.10078.400

.000972

.001930

.005520

.001030

.002050

.005870

.001900

.005430

.002020

.005780

.002170

.006220

.002290

.006570

.002140

.006130

.002260

.006480

.002410

.006920

.002530

.007270

5.675.735.875.515.555.64

10.6011.20

8.749.107.487.696.987.13

14.2015.1011.5012.00

9.609.908.738.95

3.773.763.733.853.843.824.174.144.294.264.424.394.514.484.794.754.924.885.065.035.175.14

0.8790.8700.8521.0601.0501.0400.4780.4600.6340.6160.8400.8211.0201.0000.4560.4380.6090.5910.8110.7920.9910.972

DepthA

(in)

FlangeB

(in)

LipC

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

m

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

rx

(in)

ry

(in)

DIMENSIONS UNPERFORATED PROPERTIES

JoistDesignation

Mrx

(in.kips)

Lu

(in)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Web Cripp.Pr

(kips)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Mryweb.comp.

(in.kips)

Mrylips.comp(in.kips)

ShearVr

(kips)

Ixdefl.(in4)

UNPERFORATED PROPERTIES PERFORATED PROPERTIES

1000S250-541000S250-681000S250-971000S300-541000S300-681000S300-971200S162-681200S162-971200S200-681200S200-971200S250-681200S250-971200S300-681200S300-971400S162-681400S162-971400S200-681400S200-971400S250-681400S250-971400S300-681400S300-97

TrackDesignation

Ixdefl.(in4)

Canadian Sheet Steel Building Institute

14

Track Section Properties

TrackDesignation

350T125-33350T125-43350T125-54350T125-68350T125-97350T150-33350T150-43350T150-54350T150-68350T150-97350T200-33350T200-43350T200-54350T200-68350T200-97362T125-33362T125-43362T125-54362T125-68362T125-97362T150-33362T150-43362T150-54362T150-68362T150-97362T200-33362T200-43362T200-54362T200-68362T200-97

350T125-33350T125-43350T125-54350T125-68350T125-97350T150-33350T150-43350T150-54350T150-68350T150-97350T200-33350T200-43350T200-54350T200-68350T200-97362T125-33362T125-43362T125-54362T125-68362T125-97362T150-33362T150-43362T150-54362T150-68362T150-97362T200-33362T200-43362T200-54362T200-68362T200-97

1.401.401.401.411.431.431.431.441.451.471.491.491.501.511.531.441.441.451.451.471.481.481.481.491.511.531.531.541.551.57

0.3790.3780.3750.3730.3670.4690.4670.4650.4620.4560.6470.6450.6420.6400.6340.3770.3750.3730.3700.3650.4670.4650.4630.4600.4540.6450.6430.6410.6380.632

0.4050.5280.6680.8511.2400.4610.6010.7610.9721.4200.5740.7490.9491.2101.7800.4380.5710.7230.9211.3400.4990.6500.8231.0501.5300.6190.8081.0201.3101.920

0.02990.03850.04780.05920.08180.04940.06380.07930.09870.13700.10800.14000.17500.21800.30500.03010.03890.04820.05980.08250.04990.06450.08010.09960.13800.11000.14200.17700.22100.3090

0.2220.2880.3610.4540.6450.2530.3290.4120.5180.7380.3150.4090.5130.6470.9240.2320.3020.3780.4750.6750.2640.3430.4310.5420.7710.3280.4270.5360.6750.963

4.916.92

13.4018.3029.00

5.097.21

13.9019.3031.50

5.377.64

14.8020.6034.60

5.177.27

14.0019.2030.40

5.367.57

14.6020.2033.00

5.658.03

15.5021.6036.20

25.725.820.921.121.530.931.025.225.425.840.941.133.433.734.325.725.820.921.021.430.931.025.225.325.841.041.133.433.634.3

1.3102.2204.3105.8108.1701.3102.2204.3105.8108.1701.3102.2204.3105.8108.1701.3102.2204.3106.0208.4801.3102.2204.3106.0208.4801.3102.2204.3106.0208.480

0.3510.4850.6200.8321.2400.3770.5240.6710.9091.4200.4230.5910.7581.0401.6900.3810.5250.6710.9011.3400.4090.5670.7260.9821.5300.4580.6400.8191.1201.820

DesignThickness

(in)

0.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.1017

3.5003.5003.5003.5003.5003.5003.5003.5003.5003.5003.5003.5003.5003.5003.5003.6253.6253.6253.6253.6253.6253.6253.6253.6253.6253.6253.6253.6253.6253.625

1.251.251.251.251.251.501.501.501.501.502.002.002.002.002.001.251.251.251.251.251.501.501.501.501.502.002.002.002.002.00

0.7060.9191.1501.4502.0700.7650.9961.2501.5702.2400.8831.1501.4401.8202.5900.7210.9391.1801.4802.1100.7801.0201.2701.6002.2900.8971.1701.4701.8502.630

333350505033335050503333505050333350505033335050503333505050

0.2070.2700.3390.4270.6080.2250.2930.3670.4620.6590.2590.3380.4240.5340.7610.2120.2760.3460.4360.6210.2290.2980.3740.4710.6720.2640.3430.4310.5430.773

0.2710.2740.2780.2830.2920.3560.3590.3620.3670.3760.5420.5450.5480.5520.5600.2660.2690.2730.2770.2870.3500.3530.3560.3610.3700.5330.5360.5390.5430.551

0.6680.6630.6580.6500.6360.8660.8610.8550.8470.8311.2901.2801.2701.2601.2500.6580.6540.6480.6410.6260.8540.8500.8440.8360.8201.2701.2701.2601.2501.230

0.06990.09030.11400.14400.20900.11400.14800.18700.23800.34600.24900.32300.40900.52200.76500.07560.09780.12300.15600.22600.12400.16000.20200.25700.37400.26900.35000.44200.56400.8250

0.00008280.00018300.00036200.00072300.00210000.00008970.00019800.00039200.00078300.00227000.00010300.00022900.00045300.00090400.00262000.00008450.00018700.00036900.00073800.00214000.00009140.00020200.00040000.00079900.00232000.00010500.00023300.00046000.00091900.0026700

2.012.012.032.042.082.012.012.022.032.062.192.192.192.202.212.092.092.112.132.172.082.082.092.102.132.232.232.242.242.25

DepthA

(in)

FlangeB

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

DIMENSIONS

rx

(in)

ry

(in)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Lu

(in)

ShearVr

(kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

15

TrackDesignation

Ixdefl.(in4)

400T125-33400T125-43400T125-54400T125-68400T125-97400T150-33400T150-43400T150-54400T150-68400T150-97400T200-33400T200-43400T200-54400T200-68400T200-97550T125-33550T125-43550T125-54550T125-68550T125-97550T150-33550T150-43550T150-54550T150-68550T150-97550T200-33550T200-43550T200-54550T200-68550T200-97

1.561.561.571.581.591.601.601.611.621.641.671.671.671.691.712.052.052.052.062.072.102.102.102.112.132.182.182.192.202.22

0.3710.3690.3670.3640.3580.4600.4580.4560.4530.4470.6390.6370.6350.6320.6260.3470.3450.3430.3400.3350.4350.4330.4300.4280.4220.6130.6110.6090.6060.600

0.5490.7160.9041.1501.6700.6220.8111.0301.3101.9000.7681.0001.2701.6202.3601.1601.5101.9002.4103.4801.2901.6902.1302.7003.9001.5702.0402.5803.2704.750

0.03090.03980.04940.06120.08460.05130.06620.08230.10200.14200.11300.14600.18200.22700.31800.03320.04280.05310.06580.09080.05550.07170.08900.11100.15400.12300.16000.19900.24800.3470

0.2650.3440.4310.5410.7680.3000.3900.4890.6150.8740.3710.4820.6040.7611.0900.4100.5330.6680.8391.1900.4590.5960.7470.9391.3300.5550.7220.9051.1401.620

5.978.37

16.1022.0034.60

6.198.71

16.8023.1037.40

6.539.23

17.8024.7041.00

8.0012.4024.0034.6053.50

9.1913.9026.8036.2057.50

9.1014.7028.3038.6062.60

25.625.620.820.921.130.830.925.125.225.641.041.133.433.634.125.025.020.320.320.330.430.424.724.724.841.041.033.333.433.6

1.2002.2204.3106.6609.3901.2002.2204.3106.6609.3901.2002.2204.3106.6609.3900.8681.9203.8106.840

13.1000.8681.9203.8106.840

13.1000.8681.9203.8106.840

13.100

0.4800.6600.8421.1301.6700.5140.7110.9081.2201.9000.5740.7991.0201.3902.2400.9871.4101.7902.3703.4801.1001.5001.9102.5503.9001.2201.6702.1302.8604.520

rx

(in)

ry

(in)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Lu

(in)

ShearVr

(kips)

Track Section Properties

TrackDesignation

400T125-33400T125-43400T125-54400T125-68400T125-97400T150-33400T150-43400T150-54400T150-68400T150-97400T200-33400T200-43400T200-54400T200-68400T200-97550T125-33550T125-43550T125-54550T125-68550T125-97550T150-33550T150-43550T150-54550T150-68550T150-97550T200-33550T200-43550T200-54550T200-68550T200-97

DesignThickness

(in)

0.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.1017

4.0004.0004.0004.0004.0004.0004.0004.0004.0004.0004.0004.0004.0004.0004.0005.5005.5005.5005.5005.5005.5005.5005.5005.5005.5005.5005.5005.5005.5005.500

1.251.251.251.251.251.501.501.501.501.502.002.002.002.002.001.251.251.251.251.251.501.501.501.501.502.002.002.002.002.00

0.7650.9961.2501.5702.2400.8241.0701.3501.6902.4100.9411.2301.5401.9402.7600.9411.2301.5401.9402.7601.0001.3001.6302.0602.9301.1201.4601.8302.3003.280

333350505033335050503333505050333350505033335050503333505050

0.2250.2930.3670.4620.6590.2420.3150.3960.4980.7100.2770.3600.4520.5690.8110.2770.3600.4520.5690.8110.2940.3830.4800.6050.8620.3290.4280.5370.6760.964

0.2510.2550.2590.2640.2740.3320.3350.3390.3430.3530.5090.5120.5150.5190.5280.2070.2110.2150.2210.2320.2760.2800.2840.2890.2990.4310.4350.4380.4430.452

0.6300.6260.6210.6140.6000.8210.8170.8110.8040.7881.2301.2201.2201.2101.1900.5410.5370.5320.5260.5140.7140.7090.7040.6980.6841.0901.0801.0801.0701.050

0.09460.12200.15400.19400.28000.15500.20000.25200.32000.46300.33600.43600.55100.70201.02000.19500.25200.31500.39700.56400.32000.41400.51900.65500.93700.69400.90001.13001.43002.0700

0.00008970.00019800.00039200.00078300.00227000.00009660.00021400.00042200.00084400.00245000.00011000.00024400.00048300.00096500.00280000.00011000.00024400.00048300.00096500.00280000.00011700.00026000.00051300.00103000.00297000.00013100.00029000.00057300.00115000.0033200

2.352.352.372.392.442.282.282.302.312.352.372.372.382.392.403.683.693.723.763.843.353.363.383.413.473.123.133.143.163.19

DepthA

(in)

FlangeB

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

DIMENSIONS

Canadian Sheet Steel Building Institute

16

TrackDesignation

Ixdefl.(in4)

600T125-33600T125-43600T125-54600T125-68600T125-97600T150-33600T150-43600T150-54600T150-68600T150-97600T200-33600T200-43600T200-54600T200-68600T200-97800T125-43800T125-54800T125-68800T125-97800T150-43800T150-54800T150-68800T150-97800T200-43800T200-54800T200-68800T200-97

2.202.202.212.222.232.262.262.272.272.292.352.352.362.372.392.822.832.832.842.892.902.902.913.013.013.023.03

0.3390.3370.3350.3330.3270.4260.4250.4220.4200.4140.6040.6020.6000.5970.5920.3110.3100.3070.3020.3950.3930.3910.3860.5690.5670.5640.558

1.4301.8602.3402.9704.2801.5902.0702.6103.3104.7801.9102.4903.1403.9905.7703.7704.7506.0008.6104.1405.2106.5909.4804.8906.1507.790

11.200

0.03380.04360.05400.06700.09250.05660.07310.09080.11300.15700.12600.16300.20400.25400.35500.04590.05690.07050.09740.07750.09620.12000.16600.17500.21800.27200.3800

0.4650.6040.7560.9501.3500.5170.6730.8431.0601.5000.6220.8091.0101.2801.8200.9241.1601.4502.0601.0201.2701.6002.2701.2001.5001.8902.680

8.8213.7026.6038.6060.60

8.9914.1027.4040.1065.00

9.8916.8032.3043.8070.5019.0037.0054.7092.8019.4038.0056.5098.6020.1039.2058.90

106.00

24.824.820.120.120.130.330.224.524.524.640.940.933.233.333.523.819.319.219.229.323.823.823.740.332.732.732.7

0.7951.7603.4806.840

13.9000.7951.7603.4806.840

13.9000.7951.7603.4806.840

13.9001.3202.6005.220

13.9001.3202.6005.220

13.9001.3202.6005.220

13.900

1.2001.7202.1902.9204.2801.2701.8302.3303.1304.7801.5002.0602.6203.5105.5103.3404.2605.8308.6103.5204.4906.1909.4803.8204.8806.810

10.800

rx

(in)

ry

(in)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Lu

(in)

ShearVr

(kips)

Track Section Properties

TrackDesignation

600T125-33600T125-43600T125-54600T125-68600T125-97600T150-33600T150-43600T150-54600T150-68600T150-97600T200-33600T200-43600T200-54600T200-68600T200-97800T125-43800T125-54800T125-68800T125-97800T150-43800T150-54800T150-68800T150-97800T200-43800T200-54800T200-68800T200-97

DesignThickness

(in)

0.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.03460.04510.05660.07130.10170.04510.05660.07130.10170.04510.05660.07130.10170.04510.05660.07130.1017

6.0006.0006.0006.0006.0006.0006.0006.0006.0006.0006.0006.0006.0006.0006.0008.0008.0008.0008.0008.0008.0008.0008.0008.0008.0008.0008.000

1.251.251.251.251.251.501.501.501.501.502.002.002.002.002.001.251.251.251.251.501.501.501.502.002.002.002.00

1.0001.3001.6302.0602.9301.0601.3801.7302.1803.1101.1801.5301.9202.4203.4501.6102.0202.5403.6301.6902.1202.6703.8001.8402.3102.9104.150

333350505033335050503333505050335050503350505033505050

0.2940.3830.4800.6050.8620.3110.4050.5090.6410.9130.3460.4510.5650.7121.0100.4730.5940.7481.0700.4960.6220.7831.1200.5410.6790.8541.220

0.1960.2000.2040.2100.2210.2620.2650.2690.2750.2850.4110.4140.4180.4220.4320.1660.1710.1770.1890.2210.2260.2310.2430.3490.3530.3580.369

0.5160.5130.5080.5030.4910.6840.6800.6750.6690.6561.0501.0401.0401.0301.0200.4360.4320.4270.4170.5840.5800.5750.5640.9130.9080.9020.889

0.23800.30700.38400.48300.68500.39000.50400.63200.79701.14000.84701.10001.38001.75002.51000.58900.73500.92001.30000.97201.22001.53002.16002.12002.66003.36004.7900

0.00011700.00026000.00051300.00103000.00297000.00012400.00027500.00054300.00109000.00315000.00013800.00030500.00060400.00121000.00350000.00032100.00063400.00127000.00367000.00033600.00066400.00133000.00385000.00036700.00072500.00145000.0042000

4.224.244.274.324.413.803.813.833.873.943.443.453.463.483.526.957.017.087.216.036.076.126.235.045.075.105.17

DepthA

(in)

FlangeB

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

DIMENSIONS

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

17

TrackDesignation

Ixdefl.(in4)

1000T125-541000T125-681000T125-971000T150-541000T150-681000T150-971000T200-541000T200-681000T200-971200T125-681200T125-971200T150-681200T150-971200T200-681200T200-971400T125-681400T125-971400T150-681400T150-971400T200-681400T200-97

3.433.443.453.513.523.533.643.653.664.044.044.124.134.274.284.634.644.724.734.884.89

0.2890.2860.2820.3690.3660.3620.5370.5340.5290.2690.2650.3460.3410.5080.5030.2540.2510.3280.3240.4850.480

8.33010.50015.100

9.06011.40016.40010.50013.30019.10016.80024.10018.10026.00020.80029.80025.20036.00027.00038.60030.60043.800

0.05880.07300.10100.10000.12400.17200.22800.28500.39800.07470.10300.12800.17700.29400.41100.07610.10500.13000.18100.30200.4210

1.6302.0502.9101.7802.2303.1702.0602.5903.6902.7503.9002.9604.2103.3904.8203.5405.0203.7905.3804.2906.100

47.5070.80

124.0048.5072.90

131.0050.0075.70

139.0087.00

155.0089.30

163.0092.60

172.00103.00186.00106.00195.00109.00205.00

18.518.518.423.023.022.932.032.031.917.817.622.222.131.231.117.116.921.521.430.530.3

2.0804.170

12.1002.0804.170

12.1002.0804.170

12.1003.460

10.1003.460

10.1003.460

10.1002.9708.6402.9708.6402.9708.640

7.1309.860

15.1007.460

10.40016.400

8.03011.30018.40015.10023.60015.80025.50017.10028.20021.60034.20022.60036.80024.20040.400

rx

(in)

ry

(in)

Ix

(in4)

Iy

(in4)

Sf

(in3)

Mrx

(in.kips)

Lu

(in)

ShearVr

(kips)

Track Section Properties

TrackDesignation

1000T125-541000T125-681000T125-971000T150-541000T150-681000T150-971000T200-541000T200-681000T200-971200T125-681200T125-971200T150-681200T150-971200T200-681200T200-971400T125-681400T125-971400T150-681400T150-971400T200-681400T200-97

DesignThickness

(in)

0.05660.07130.10170.05660.07130.10170.05660.07130.10170.07130.10170.07130.10170.07130.10170.07130.10170.07130.10170.07130.1017

10.00010.00010.00010.00010.00010.00010.00010.00010.00012.00012.00012.00012.00012.00012.00014.00014.00014.00014.00014.00014.000

1.251.251.251.501.501.502.002.002.001.251.251.501.502.002.001.251.251.501.502.002.00

2.4103.0304.3202.5003.1504.4902.6903.3904.8403.5105.0103.6405.1803.8805.5304.0005.7004.1205.8804.3606.220

505050505050505050505050505050505050505050

0.7070.8901.2700.7350.9261.3200.7920.9971.4201.0301.4701.0701.5201.1401.6201.1801.6801.2101.7301.2801.830

0.1480.1540.1670.1950.2010.2130.3060.3120.3230.1380.1510.1790.1910.2770.2890.1250.1380.1620.1750.2500.263

0.3760.3720.3630.5090.5050.4950.8090.8030.7910.3290.3220.4500.4410.7250.7140.2960.2890.4070.3990.6610.651

1.21001.51002.12002.01002.52003.56004.43005.58007.92002.27003.17003.79005.33008.4300

11.90003.19004.44005.35007.5000

11.900016.9000

0.00075500.00151000.00438000.00078500.00157000.00455000.00084500.00169000.00490000.00175000.00508000.00181000.00525000.00193000.00560000.00199000.00578000.00205000.00595000.00217000.0063000

10.6010.7010.80

8.999.079.227.207.247.35

15.1015.3012.7012.90

9.9110.0020.3020.6017.0017.3013.1013.20

DepthA

(in)

FlangeB

(in)

Weight

(lbs/ft)

YieldFy

(ksi)

Area

(in2)

xcg

(in)

xo

(in)

Cw

(in6)

J

(in4)

j

(in)

DIMENSIONS

Canadian Sheet Steel Building Institute

18

Wind Bearing Stud Allowable Height Tables (Maximum allowable single span in feet)

Specified Wind Load

DesignationStrength

orDeflection

350S125-33

350S125-43

350S125-54

350S162-33

350S162-43

350S162-54

350S162-68

350S162-97

362S125-33

362S125-43

362S125-54

362S162-33

362S162-43

362S162-54

362S162-68

362S162-97

400S125-33

400S125-43

400S125-54

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web Crippling

5 psf 10 psf 15 psf 20 psf 25 psf

LSF Factored Wind Load 7.5 psf

Stud Spacing (in)

1212

21.514.986.726.116.3

144.835.117.4

326.326.116.486.730.717.9

144.841.219.1

326.346.920.5

484.654.422.6

641.021.915.386.426.616.7

144.335.917.9

325.326.616.986.431.318.4

144.342.119.7

325.347.921.0

483.255.723.2

639.423.216.685.328.218.1

142.838.019.3

322.2

18.613.665.022.614.8

108.630.415.8

244.722.614.965.026.616.2

108.635.717.4

244.740.618.6

363.447.120.5

480.719.013.964.823.115.2

108.231.116.2

244.023.015.364.827.116.7

108.236.517.9

244.041.519.1

362.448.321.1

479.520.115.164.024.416.4

107.132.917.6

241.7

15.211.843.418.512.972.424.813.8

163.218.413.043.421.714.272.429.215.2

163.233.116.3

242.338.417.9

320.515.512.243.218.813.372.125.414.2

162.618.813.443.222.114.672.129.815.6

162.633.916.7

241.639.418.4

319.716.413.242.619.914.371.426.915.3

161.1

15.211.843.418.512.972.424.813.8

163.218.413.043.421.714.272.429.215.2

163.233.116.3

242.338.417.9

320.515.512.243.218.813.372.125.414.2

162.618.813.443.222.114.672.129.815.6

162.633.916.7

241.639.418.4

319.716.413.242.619.914.371.426.915.3

161.1

13.210.832.516.011.754.321.512.5

122.416.011.832.518.812.954.325.313.8

122.428.714.8

181.733.316.3

240.413.411.132.416.312.154.122.012.9

122.016.312.232.419.213.254.125.814.2

122.029.315.2

181.234.116.7

239.814.212.032.017.313.053.523.313.9

120.8

10.79.4

21.713.110.236.217.611.081.613.010.321.715.311.336.220.612.181.623.412.9

121.127.214.2

160.211.0

9.721.613.310.536.117.911.381.313.310.621.615.711.636.121.112.481.324.013.3

120.827.914.6

159.811.610.421.314.111.435.719.012.280.6

12.410.428.915.111.348.320.312.1

108.815.011.428.917.712.448.323.813.3

108.827.114.2

161.531.415.7

213.712.710.628.815.411.648.120.712.4

108.415.311.728.818.112.748.124.313.6

108.427.714.6

161.132.216.1

213.113.411.528.416.312.547.621.913.4

107.4

10.79.4

21.713.110.236.217.611.081.613.010.321.715.311.336.220.612.181.623.412.9

121.127.214.2

160.211.0

9.721.613.310.536.117.911.381.313.310.621.615.711.636.121.112.481.324.013.3

120.827.914.6

159.811.610.421.314.111.435.719.012.280.6

8.88.2

14.510.7

8.924.114.3

9.654.410.6

9.014.512.5

9.824.116.810.554.419.111.380.822.212.4

106.88.98.4

14.410.9

9.224.014.6

9.854.210.9

9.314.412.810.124.017.210.854.219.611.680.522.712.8

106.69.59.1

14.211.5

9.923.815.510.653.7

10.79.4

21.713.110.236.217.611.081.613.010.321.715.311.336.220.612.181.623.412.9

121.127.214.2

160.211.0

9.721.613.310.536.117.911.381.313.310.621.615.711.636.121.112.481.324.013.3

120.827.914.6

159.811.610.421.314.111.435.719.012.280.6

9.38.5

16.311.3

9.327.215.210.061.211.3

9.416.313.310.227.217.911.061.220.311.790.923.512.9

120.29.58.8

16.211.5

9.627.115.510.261.011.5

9.716.213.610.527.118.211.361.020.712.090.624.113.3

119.910.0

9.516.012.210.326.816.511.160.4

7.67.5

10.89.28.1

18.112.4

8.740.8

9.28.2

10.810.8

8.918.114.6

9.640.816.610.260.619.211.380.1

7.77.7

10.89.48.4

18.012.7

8.940.7

9.48.4

10.811.1

9.218.014.9

9.840.716.910.560.419.711.679.9

8.28.3

10.710.0

9.017.813.4

9.740.3

9.68.7

17.311.7

9.529.015.710.265.311.7

9.617.313.710.529.018.411.265.321.012.096.924.313.2

128.29.89.0

17.311.9

9.828.916.010.565.111.9

9.917.314.010.728.918.811.565.121.412.396.624.913.6

127.910.4

9.717.112.610.628.617.011.364.4

8.37.9

13.010.1

8.621.713.6

9.248.910.1

8.713.011.9

9.521.716.010.248.918.210.972.721.112.096.1

8.58.2

13.010.3

8.921.613.9

9.548.810.3

9.013.012.1

9.821.616.310.548.818.611.272.521.612.395.9

9.08.8

12.810.9

9.621.414.710.348.3

6.86.98.78.37.5

14.511.1

8.132.6

8.27.68.79.78.3

14.513.0

8.932.614.8

9.548.517.210.564.1

6.97.18.68.47.8

14.411.3

8.332.5

8.47.88.69.98.5

14.413.3

9.132.515.2

9.848.317.610.863.9

7.37.78.58.98.4

14.312.0

9.032.2

16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

15 psf 22.5 psf 30 psf 37.5 psf

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

19

Wind Bearing Stud Allowable Height Tables (Maximum allowable single span in feet)

Specified Wind Load

DesignationStrength

orDeflection

350S125-33

350S125-43

350S125-54

350S162-33

350S162-43

350S162-54

350S162-68

350S162-97

362S125-33

362S125-43

362S125-54

362S162-33

362S162-43

362S162-54

362S162-68

362S162-97

400S125-33

400S125-43

400S125-54

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web Crippling

30 psf 35 psf 40 psf 50 psf 60 psf

LSF Factored Wind Load 45.5 psf

Stud Spacing (in)

1212

8.88.2

14.510.7

8.924.114.3

9.654.410.6

9.014.512.5

9.824.116.810.554.419.111.380.822.212.4

106.88.98.4

14.410.9

9.224.014.6

9.854.210.9

9.314.412.810.124.017.210.854.219.611.680.522.712.8

106.69.59.1

14.211.5

9.923.815.510.653.7

7.67.5

10.89.28.1

18.112.4

8.740.8

9.28.2

10.810.8

8.918.114.6

9.640.816.610.260.619.211.380.1

7.77.7

10.89.48.4

18.012.7

8.940.7

9.48.4

10.811.1

9.218.014.9

9.840.716.910.560.419.711.679.9

8.28.3

10.710.0

9.017.813.4

9.740.3

6.26.57.27.57.1

12.110.1

7.627.27.5*7.27.28.97.8

12.111.9

8.427.213.5

8.940.415.7

9.953.4

6.36.77.27.77.3

12.010.4

7.827.17.7*7.4*7.29.08.0

12.012.2

8.627.113.8

9.240.316.110.153.3

6.77.2*7.18.17.9

11.911.0

8.426.9

8.17.8

12.49.98.5

20.713.3

9.146.6

9.88.6

12.411.6

9.320.715.610.046.617.710.769.220.511.891.6

8.38.0

12.310.1

8.720.613.6

9.346.510.0

8.812.311.8

9.620.615.910.346.518.111.069.021.112.191.3

8.88.7

12.210.7

9.420.414.410.146.0

7.07.19.38.57.7

15.511.5

8.335.0

8.57.89.3

10.08.5

15.513.5

9.135.015.3

9.751.917.810.768.7

7.27.39.38.77.9

15.511.7

8.534.9

8.78.09.3

10.38.7

15.513.8

9.334.915.710.051.818.211.068.5

7.67.99.19.28.6

15.312.4

9.234.5

5.76.2*6.27.06.7

10.39.47.2

23.37.0*6.8*6.28.27.4

10.311.0

7.923.312.5

8.534.614.5

9.445.8

5.96.4*6.27.16.9

10.39.67.4

23.27.1*7.0*6.28.47.6

10.311.3

8.223.212.8

8.734.514.9

9.645.76.2*6.9*6.17.57.5

10.210.2

8.023.0

7.67.5

10.89.28.1

18.112.4

8.740.8

9.28.2

10.810.8

8.918.114.6

9.640.816.610.260.619.211.380.1

7.77.7

10.89.48.4

18.012.7

8.940.7

9.48.4

10.811.1

9.218.014.9

9.840.716.910.560.419.711.679.9

8.28.3

10.710.0

9.017.813.4

9.740.3

6.66.88.18.07.4

13.610.7

7.930.6

8.07.58.19.48.1

13.612.6

8.730.614.4

9.345.416.610.360.1

6.77.08.18.27.6

13.511.0

8.130.58.1*7.78.19.68.3

13.512.9

8.930.514.7

9.645.317.110.559.9

7.17.58.08.68.2

13.411.6

8.830.2

5.45.9*5.46.56.59.18.86.9

20.46.5*6.5*5.47.77.19.1

10.37.6

20.411.7

8.130.313.6

9.040.15.5*6.1*5.46.76.69.09.07.1

20.36.6*6.7*5.47.87.39.0

10.57.8

20.312.0

8.430.213.9

9.240.05.8*6.6*5.37.17.28.99.57.7

20.1

6.86.98.78.37.5

14.511.1

8.132.6

8.27.68.79.78.3

14.513.0

8.932.614.8

9.548.517.210.564.1

6.97.18.68.47.8

14.411.3

8.332.5

8.47.88.69.98.5

14.413.3

9.132.515.2

9.848.317.610.863.9

7.37.78.58.98.4

14.312.0

9.032.2

5.96.36.57.16.9

10.99.67.3

24.57.1*6.9*6.58.47.5

10.911.3

8.124.512.8

8.636.314.9

9.548.1

6.06.56.57.37.0

10.89.87.5

24.47.3*7.1*6.58.67.7

10.811.5

8.324.413.1

8.936.215.3

9.848.0

6.37.0*6.47.77.6

10.710.4

8.224.2

4.8*5.5*4.35.86.07.27.86.4

16.35.8*6.1*4.36.96.67.29.27.1

16.310.5

7.524.212.2

8.332.04.9*5.7*4.36.06.27.28.06.6

16.35.9*6.2*4.37.06.87.29.47.2

16.310.7

7.824.212.5

8.632.05.2*6.1*4.36.36.77.18.57.1

16.1

6.26.57.27.57.1

12.110.1

7.627.27.5*7.27.28.97.8

12.111.9

8.427.213.5

8.940.415.7

9.953.4

6.36.77.27.77.3

12.010.4

7.827.17.7*7.4*7.29.08.0

12.012.2

8.627.113.8

9.240.316.110.153.3

6.77.2*7.18.17.9

11.911.0

8.426.9

5.45.9*5.46.56.59.18.86.9

20.46.5*6.5*5.47.77.19.1

10.37.6

20.411.7

8.130.313.6

9.040.15.5*6.1*5.46.76.69.09.07.1

20.36.6*6.7*5.47.87.39.0

10.57.8

20.312.0

8.430.213.9

9.240.05.8*6.6*5.37.17.28.99.57.7

20.1

4.4*5.2*3.65.35.66.07.26.0

13.65.3*5.7*3.6

6.3*6.2*6.08.46.6

13.69.67.1

20.211.0

7.826.74.5*5.3*3.65.45.86.07.36.2

13.65.4*5.9*3.6

6.4*6.4*6.08.66.8

13.69.87.3

20.111.4

8.126.64.7*5.7*3.65.8

6.3*5.97.86.7

13.4

16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

52.5 psf 60 psf 75 psf 90 psf

Canadian Sheet Steel Building Institute

20

Wind Bearing Stud Allowable Height Tables (Maximum allowable single span in feet)

Specified Wind Load

DesignationStrength

orDeflection

400S162-33

400S162-43

400S162-54

400S162-68

400S162-97

550S125-33

550S125-43

550S125-54

550S162-33

550S162-43

550S162-54

550S162-68

550S162-97

600S125-33

600S125-43

600S125-54

600S162-33

600S162-43

600S162-54

600S162-68

600S162-97

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web Crippling

5 psf 10 psf 15 psf 20 psf 25 psf

LSF Factored Wind Load 7.5 psf

Stud Spacing (in)

1212

28.118.285.333.219.8

142.844.621.2

322.250.922.7

479.259.725.1

634.729.721.381.436.323.3

137.349.225.0

311.436.723.381.442.525.4

137.357.327.3

311.464.529.2

465.175.232.4

618.231.222.780.338.325.0

135.651.926.8

308.139.025.080.345.127.2

135.660.929.2

308.168.631.3

460.880.034.7

613.3

24.316.564.028.718.0

107.138.619.3

241.744.120.7

359.451.722.8

476.025.8

19.361.131.521.2

103.042.622.7

233.531.821.261.136.823.1

103.049.624.8

233.555.926.6

348.865.129.4

463.727.020.660.233.122.7

101.744.924.4

231.133.822.760.239.124.7

101.752.726.6

231.159.428.5

345.669.331.5

460.0

19.914.542.623.415.771.431.516.9

161.136.018.0

239.642.219.9

317.421.016.940.725.718.568.634.819.8

155.726.018.540.730.120.268.640.521.6

155.745.623.2

232.553.225.7

309.122.118.040.127.119.967.836.721.3

154.127.619.840.131.921.667.843.123.2

154.148.524.9

230.456.627.6

306.7

19.914.542.623.415.771.431.516.9

161.136.018.0

239.642.219.9

317.421.016.940.725.718.568.634.819.8

155.726.018.540.730.120.268.640.521.6

155.745.623.2

232.553.225.7

309.122.118.040.127.119.967.836.721.3

154.127.619.840.131.921.667.843.123.2

154.148.524.9

230.456.627.6

306.7

17.213.132.020.314.353.527.315.3

120.831.216.4

179.736.618.1

238.018.215.330.522.316.851.530.118.0

116.822.516.830.526.018.351.535.119.7

116.839.521.1

174.446.023.3

231.819.116.430.123.418.050.931.819.4

115.623.918.030.127.619.650.937.321.1

115.642.022.6

172.849.025.0

230.0

14.011.521.316.612.535.722.313.480.625.514.3

119.829.915.8

158.714.913.420.418.214.734.324.615.777.818.414.720.421.316.034.328.717.277.832.318.4

116.337.620.4

154.615.614.320.119.115.833.925.916.977.019.515.820.122.617.233.930.418.477.034.319.7

115.240.021.9

153.3

16.212.628.419.113.747.625.814.7

107.429.415.8

159.734.517.4

211.617.214.727.121.016.245.828.417.3

103.821.216.227.124.517.645.833.118.9

103.837.220.3

155.043.422.4

206.118.015.826.822.117.345.230.018.6

102.722.517.326.826.118.945.235.220.3

102.739.621.7

153.646.224.1

204.4

14.011.521.316.612.535.722.313.480.625.514.3

119.829.915.8

158.714.913.420.418.214.734.324.615.777.818.414.720.421.316.034.328.717.277.832.318.4

116.337.620.4

154.615.614.320.119.115.833.925.916.977.019.515.820.122.617.233.930.418.477.034.319.7

115.240.021.9

153.3

11.510.014.213.510.923.818.211.753.720.812.579.924.413.8

105.812.111.713.614.812.822.920.113.851.9

15.0*12.813.617.414.022.923.415.051.926.316.177.530.717.8

103.012.812.513.415.613.822.621.214.851.4

15.9*13.8*13.418.415.022.624.916.151.428.017.276.832.719.1

102.2

14.011.521.316.612.535.722.313.480.625.514.3

119.829.915.8

158.714.913.420.418.214.734.324.615.777.818.414.720.421.316.034.328.717.277.832.318.4

116.337.620.4

154.615.614.320.119.115.833.925.916.977.019.515.820.122.617.233.930.418.477.034.319.7

115.240.021.9

153.3

12.210.416.014.411.326.819.312.260.422.013.089.925.914.4

119.012.912.215.315.713.425.721.314.358.4

15.9*13.415.318.414.525.724.815.658.427.916.787.232.618.5

115.913.513.015.116.614.325.422.515.457.8

16.9*14.315.119.515.625.426.416.757.829.717.986.434.619.9

115.0

9.99.1

10.711.7

9.917.815.810.640.318.011.459.921.112.679.3

10.5*10.6*10.212.811.717.217.412.538.9

13.0*11.7*10.215.012.717.220.313.638.922.814.658.126.616.277.3

11.0*11.4*10.013.512.517.018.313.438.5

13.8*12.5*10.016.013.617.021.514.638.524.215.757.628.317.476.7

12.610.617.114.811.628.619.912.464.422.813.395.826.714.7

126.913.312.416.316.313.627.522.014.662.3

16.4*13.716.319.014.927.525.615.962.328.917.193.033.618.9

123.614.013.316.117.114.627.123.215.761.6

17.5*14.616.120.215.927.127.217.161.630.718.392.235.820.3

122.7

10.99.7

12.812.810.521.417.311.348.319.712.171.923.113.395.211.511.312.214.112.420.619.113.346.7

14.2*12.4*12.216.513.520.622.214.546.725.015.569.829.117.292.7

12.1*12.1*12.014.813.320.320.114.346.2

15.1*13.3*12.017.514.520.323.615.546.226.616.669.131.018.492.0

8.9*8.58.5

10.59.2

14.314.1

9.932.216.110.647.918.911.763.59.4*9.9*8.1

11.510.813.715.611.631.1

11.6*10.8*

8.113.411.813.718.112.731.120.413.646.523.815.061.89.9*

10.5*8.0

12.111.613.616.412.530.8

12.3*11.6*

8.014.3*12.613.619.313.630.821.714.546.125.316.161.3

16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

15 psf 22.5 psf 30 psf 37.5 psf

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

21

Wind Bearing Stud Allowable Height Tables (Maximum allowable single span in feet)

Specified Wind Load

DesignationStrength

orDeflection

400S162-33

400S162-43

400S162-54

400S162-68

400S162-97

550S125-33

550S125-43

550S125-54

550S162-33

550S162-43

550S162-54

550S162-68

550S162-97

600S125-33

600S125-43

600S125-54

600S162-33

600S162-43

600S162-54

600S162-68

600S162-97

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web Crippling

30 psf 35 psf 40 psf 50 psf 60 psf

LSF Factored Wind Load 45.5 psf

Stud Spacing (in)

1212

11.510.014.213.510.923.818.211.753.720.812.579.924.413.8

105.812.111.713.614.812.822.920.113.851.9

15.0*12.813.617.414.022.923.415.051.926.316.177.530.717.8

103.012.812.513.415.613.822.621.214.851.4

15.9*13.8*13.418.415.022.624.916.151.428.017.276.832.719.1

102.2

9.99.1

10.711.7

9.917.815.810.640.318.011.459.921.112.679.3

10.5*10.6*10.212.811.717.217.412.538.9

13.0*11.7*10.215.012.717.220.313.638.922.814.658.126.616.277.3

11.0*11.4*10.013.512.517.018.313.438.5

13.8*12.5*10.016.013.617.021.514.638.524.215.757.628.317.476.7

8.1*8.0*7.19.68.7

11.912.9

9.326.914.7

9.939.917.211.052.98.6*9.3*6.8

10.510.211.414.210.925.9

10.6*10.2*

6.812.3*11.111.416.511.925.918.612.838.821.714.151.59.0*9.9*6.7

11.010.911.315.011.725.7

11.3*10.9*

6.713.0*11.9*11.317.612.825.719.813.738.423.115.251.1

10.69.5

12.212.510.420.416.911.146.019.211.968.522.613.190.711.211.111.613.712.219.618.613.144.5

13.9*12.2*11.616.113.319.621.714.344.524.415.366.428.416.988.3

11.8*11.9*11.514.513.119.419.614.044.0

14.8*13.1*11.517.114.219.423.015.344.025.916.465.830.218.287.6

9.2*8.69.1

10.99.4

15.314.610.134.516.710.851.319.611.968.09.7*

10.1*8.7

11.911.114.716.111.933.4

12.0*11.1*

8.713.912.114.718.813.033.421.113.949.824.615.466.2

10.2*10.8*

8.612.511.914.517.012.733.0

12.8*11.9*

8.614.8*12.914.519.913.933.022.414.949.426.216.565.7

7.5*7.6*6.18.98.2

10.211.9

8.823.013.6

9.434.216.010.445.37.9*8.8*5.89.79.79.8

13.210.422.29.8*9.7*5.8

11.4*10.5*

9.815.311.322.217.212.133.220.113.444.28.3*9.4*5.7

10.2*10.4*

9.713.911.122.0

10.4*10.4*

5.712.1*11.3*

9.716.312.122.018.313.032.921.414.443.8

9.99.1

10.711.7

9.917.815.810.640.318.011.459.921.112.679.3

10.5*10.6*10.212.811.717.217.412.538.9

13.0*11.7*10.215.012.717.220.313.638.922.814.658.126.616.277.3

11.0*11.4*10.013.512.517.018.313.438.5

13.8*12.5*10.016.013.617.021.514.638.524.215.757.628.317.476.7

8.6*8.3*8.0

10.29.0

13.413.7

9.630.215.610.344.918.311.459.59.1*9.7*7.6

11.110.612.915.111.429.2

11.3*10.6*

7.613.0*11.512.917.512.429.219.813.343.623.014.758.09.6*

10.3*7.5

11.711.412.715.912.228.9

12.0*11.4*

7.513.8*12.412.718.613.328.921.014.243.224.515.857.5

7.0*7.2*5.38.37.98.9

11.28.4

20.112.7

9.030.014.910.039.77.4*8.4*5.1

9.1*9.3*8.6

12.39.9

19.59.2*9.3*5.1

10.6*10.1*

8.614.310.819.516.111.629.118.812.838.67.8*9.0*5.0

9.6*9.9*8.5

13.010.719.39.8*9.9*5.0

11.3*10.8*

8.515.211.619.317.112.428.820.013.838.3

8.9*8.58.5

10.59.2

14.314.1

9.932.216.110.647.918.911.763.59.4*9.9*8.1

11.510.813.715.611.631.1

11.6*10.8*

8.113.411.813.718.112.731.120.413.646.523.815.061.89.9*

10.5*8.0

12.111.613.616.412.530.8

12.3*11.6*

8.014.3*12.613.619.313.630.821.714.546.125.316.161.3

7.7*7.7*6.49.18.4

10.712.2

9.024.213.9

9.635.916.410.647.68.1*9.0*6.1

10.09.8

10.313.510.523.4

10.1*9.8*6.1

11.6*10.7*10.315.711.523.417.712.334.920.613.646.48.6*9.6*6.0

10.5*10.5*10.214.211.323.1

10.7*10.5*

6.012.4*11.5*10.216.712.323.118.813.234.621.914.646.0

6.3*6.7*4.3

7.4*7.3*7.1

10.07.8

16.111.4

8.424.013.4

9.231.76.7*7.8*4.1

8.1*8.6*6.9

11.09.2

15.68.2*8.6*4.1

9.5*9.4*6.9

12.810.015.614.410.823.316.811.930.97.0*8.4*4.0

8.6*9.2*6.8

11.69.9

15.48.7*9.2*4.0

10.1*10.0*

6.813.610.815.415.311.523.017.912.830.7

8.1*8.0*7.19.68.7

11.912.9

9.326.914.7

9.939.917.211.052.98.6*9.3*6.8

10.510.211.414.210.925.9

10.6*10.2*

6.812.3*11.111.416.511.925.918.612.838.821.714.151.59.0*9.9*6.7

11.010.911.315.011.725.7

11.3*10.9*

6.713.0*11.9*11.317.612.825.719.813.738.423.115.251.1

7.0*7.2*5.38.37.98.9

11.28.4

20.112.7

9.030.014.910.039.77.4*8.4*5.1

9.1*9.3*8.6

12.39.9

19.59.2*9.3*5.1

10.6*10.1*

8.614.310.819.516.111.629.118.812.838.67.8*9.0*5.0

9.6*9.9*8.5

13.010.719.39.8*9.9*5.0

11.3*10.8*

8.515.211.619.317.112.428.820.013.838.3

5.7*6.3*3.6

6.8*6.9*5.99.17.4

13.410.4

7.920.012.2

8.726.46.1*7.4*3.4

7.4*8.1*5.7

10.08.7

13.07.5*8.1*3.4

8.7*8.8*5.7

11.79.5

13.013.210.119.415.311.225.86.4*7.9*3.3

7.8*8.7*5.7

10.69.3

12.88.0*8.7*3.3

9.2*9.4*5.7

12.410.112.814.010.919.216.312.025.6

16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

52.5 psf 60 psf 75 psf 90 psf

Canadian Sheet Steel Building Institute

22

Wind Bearing Stud Allowable Height Tables (Maximum allowable single span in feet)

Specified Wind Load

DesignationStrength

orDeflection

800S162-43

800S162-54

800S162-68

800S162-97

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

5 psf 10 psf 15 psf 20 psf 25 psf

LSF Factored Wind Load 7.5 psf

Stud Spacing (in)

1212

51.933.986.470.136.5

201.181.639.5

308.798.643.9

595.6

44.930.864.860.733.1

150.870.635.9

231.585.439.9

446.7

36.726.943.249.629.0

100.557.731.3

154.369.734.9

297.8

36.726.943.249.629.0

100.557.731.3

154.369.734.9

297.8

31.824.532.442.926.375.449.928.5

115.860.431.7

223.3

25.9*21.421.635.023.050.340.824.977.249.327.7

148.9

29.9*23.528.840.525.367.047.127.4

102.956.930.5

198.5

25.9*21.421.635.023.050.340.824.977.249.327.7

148.9

21.2*18.7*14.428.620.133.533.321.751.440.224.299.3

25.9*21.421.635.023.050.340.824.977.249.327.7

148.9

22.5*19.4*16.230.420.937.735.322.657.942.725.1

111.7

18.3*17.0*10.824.818.225.128.819.738.634.822.074.4

23.2*19.8*17.331.321.340.236.523.161.744.125.7

119.1

20.1*18.0*13.027.119.430.231.621.046.338.223.389.3

16.4*15.8*

8.622.2*16.920.125.818.330.931.220.459.6

16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

15 psf 22.5 psf 30 psf 37.5 psf

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

23

Specified Wind Load

DesignationStrength

orDeflection

800S162-43

800S162-54

800S162-68

800S162-97

StrengthL/360

Web CripplingStrength

L/360Web Crippling

StrengthL/360

Web CripplingStrength

L/360Web Crippling

30 psf 35 psf 40 psf 50 psf 60 psf

LSF Factored Wind Load 45.5 psf

Stud Spacing (in)

1212

21.2*18.7*14.428.620.133.533.321.751.440.224.299.3

18.3*17.0*10.824.818.225.128.819.738.634.822.074.4

15.0*14.8*

7.220.2*15.916.823.517.225.728.519.249.6

19.6*17.7*12.326.519.128.730.820.644.137.323.085.1

17.0*16.1*

9.322.9*17.321.526.718.733.132.320.963.8

13.9*14.1*

6.218.7*15.1*14.421.816.422.026.318.242.5

18.3*17.0*10.824.818.225.128.819.738.634.822.074.4

15.9*15.4*

8.121.5*16.618.925.017.928.930.220.055.8

13.0*13.5*

5.417.5*14.5*12.6

20.4*15.719.324.617.437.2

16.4*15.8*

8.622.2*16.920.125.818.330.931.220.459.6

14.2*14.3*

6.519.2*15.4*15.122.316.623.227.018.544.7

11.6*12.5*

4.315.7*13.4*10.1

18.2*14.515.422.016.229.8

15.0*14.8*

7.220.2*15.916.823.517.225.728.519.249.6

13.0*13.5*

5.417.5*14.5*12.6

20.4*15.719.324.617.437.2

10.6*11.8*

3.614.3*12.6*

8.416.6*13.7*12.920.115.224.8

16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

Stud Spacing (in)

12 16 24

52.5 psf 60 psf 75 psf 90 psf

Wind Bearing Stud Allowable Height Tables (Maximum allowable single span in feet)

Canadian Sheet Steel Building Institute

24

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

(Sheathed)

(Sheathed)

0 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

3.903.903.903.713.713.713.503.503.503.273.273.273.043.043.042.812.812.812.582.582.582.132.132.131.731.731.731.431.431.431.191.191.19

5.315.315.315.035.035.034.744.744.744.434.434.434.124.124.123.803.803.803.493.493.492.882.882.882.282.282.281.851.851.851.531.531.53

9.039.039.038.318.318.317.577.577.576.836.836.836.106.106.105.355.355.354.624.624.623.543.543.542.802.802.802.262.262.261.871.871.87

11.5311.5311.5310.5210.5210.52

9.499.499.498.478.478.477.477.477.476.536.536.535.645.645.644.314.314.313.413.413.412.762.762.762.282.282.28

15.6315.6315.6314.2214.2214.2212.7912.7912.7911.3711.3711.3710.0010.0010.00

8.698.698.697.507.507.505.745.745.744.534.534.533.673.673.673.043.043.04

3.953.953.953.783.783.783.583.583.583.363.363.363.143.143.142.922.922.922.692.692.692.262.262.261.851.851.851.521.521.521.281.281.281.091.091.09

5.415.415.415.145.145.144.864.864.864.574.574.574.274.274.273.963.963.963.653.653.653.063.063.062.482.482.482.012.012.011.661.661.661.401.401.40

9.269.269.268.578.578.577.867.867.867.157.157.156.436.436.435.745.745.745.045.045.043.863.863.863.053.053.052.472.472.472.042.042.04

11.9811.9811.9811.0511.0511.0510.0310.0310.03

9.019.019.018.028.028.027.067.067.066.146.146.144.704.704.703.723.723.723.013.013.012.492.492.49

16.3616.3616.3614.9614.9614.9613.5513.5513.5512.1412.1412.1410.7610.7610.76

9.449.449.448.188.188.186.276.276.274.954.954.954.014.014.013.313.313.31

4.094.094.093.943.943.943.783.783.783.593.593.593.403.403.403.203.203.202.992.992.992.582.582.582.192.192.191.821.821.821.541.541.541.321.321.32

5.645.645.645.415.415.415.175.175.174.914.914.914.644.644.644.374.374.374.094.094.093.533.533.532.992.992.992.492.492.492.092.092.091.781.781.78

9.859.859.859.259.259.258.618.618.617.967.967.967.307.307.306.656.656.656.016.016.014.804.804.803.883.883.883.143.143.142.602.602.602.182.182.18

12.8712.8712.8712.0712.0712.0711.2211.2211.2210.3610.3610.36

9.489.489.488.628.628.627.737.737.736.006.006.004.744.744.743.843.843.843.173.173.172.672.672.67

18.4518.4518.4517.1317.1317.1315.7715.7715.7714.3914.3914.3913.0213.0213.0211.6711.6711.6710.3810.3810.38

8.028.028.026.346.346.345.135.135.134.244.244.243.563.563.56

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

0 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

4.374.374.374.304.304.304.214.214.214.114.114.114.004.004.003.893.893.893.753.753.753.453.453.453.153.153.152.842.842.842.542.542.542.242.242.24

6.176.176.176.036.036.035.885.885.885.725.725.725.545.545.545.365.365.365.175.175.174.774.774.774.354.354.353.933.933.933.523.523.523.113.113.11

11.1611.1611.1610.8210.8210.8210.4110.4110.41

9.979.979.979.519.519.519.049.049.048.558.558.557.577.577.576.596.596.595.655.655.654.804.804.804.144.144.14

14.8814.8814.8814.3714.3714.3713.8213.8213.8213.2413.2413.2412.6312.6312.6312.0012.0012.0011.3611.3611.3610.0510.0510.05

8.758.758.757.497.497.496.376.376.375.495.495.49

23.0823.0823.0822.2722.2722.2721.4121.4121.4120.4920.4920.4919.5319.5319.5318.5418.5418.5417.5217.5217.5215.4515.4515.4513.3913.3913.3911.3711.3711.37

9.479.479.477.967.967.96

4.424.424.424.364.364.364.294.294.294.204.204.204.114.114.114.014.014.013.903.903.903.643.643.643.363.363.363.083.083.082.802.802.802.522.522.52

6.276.276.276.156.156.156.026.026.025.885.885.885.725.725.725.565.565.565.395.395.395.035.035.034.664.664.664.274.274.273.883.883.883.503.503.50

11.3411.3411.3411.1311.1311.1310.7710.7710.7710.3810.3810.38

9.979.979.979.549.549.549.119.119.118.208.208.207.297.297.296.406.406.405.535.535.534.774.774.77

15.2615.2615.2614.8214.8214.8214.3314.3314.3313.8213.8213.8213.2813.2813.2812.7112.7112.7112.1312.1312.1310.9310.9310.93

9.729.729.728.538.538.537.377.377.376.376.376.37

23.8323.8323.8323.1323.1323.1322.3722.3722.3721.5621.5621.5620.7020.7020.7019.8119.8119.8118.9018.9018.9017.0017.0017.0015.0815.0815.0813.1913.1913.1911.3411.3411.34

9.779.779.77

6.526.526.526.446.446.446.366.366.366.276.276.276.176.176.176.066.066.065.955.955.955.715.715.715.455.455.455.185.185.184.894.894.894.604.604.60

11.8011.8011.8011.6611.6611.6611.5111.5111.5111.3511.3511.3511.1411.1411.1410.8510.8510.8510.5510.5510.55

9.919.919.919.249.249.248.558.558.557.847.847.847.147.147.14

16.1916.1916.1915.9115.9115.9115.6015.6015.6015.2715.2715.2714.9114.9114.9114.5314.5314.5314.1314.1314.1313.2913.2913.2912.4012.4012.4011.4711.4711.4710.5410.5410.54

9.609.609.60

25.6525.6525.6525.2025.2025.2024.7224.7224.7224.1924.1924.1923.6323.6323.6323.0423.0423.0422.4122.4122.4121.0821.0821.0819.6819.6819.6818.2218.2218.2216.7416.7416.7415.2615.2615.26

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

(Sheathed)

(Sheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

25

Combined Axial and Lateral Loadbearing Stud Tables

10 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

3.28

2.94

2.58

2.22

1.87

1.56

1.27

0.80

0.45*

0.21*

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

10 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

3.09

2.71

2.31

1.93

1.57

1.25

0.96

0.50*

0.18*

2.72

2.27

1.83

1.41

1.03

0.70*

0.42*

4.07

3.91

3.73

3.53

3.32

3.10

2.85

2.35

1.88

1.44

1.07

0.75*

3.97

3.79

3.58

3.35

3.11

2.85

2.58

2.04

1.53

1.09

0.71*

0.40*

3.77

3.54

3.27

2.99

2.69

2.38

2.07

1.45

0.91

0.45*

0.08*

4.69

4.25

3.80

3.34

2.89

2.47

2.09

1.43

0.93*

0.58*

0.33*

4.49

4.01

3.52

3.03

2.56

2.13

1.75

1.11*

0.63*

0.31*

4.11

3.56

3.00

2.47

1.98

1.54

1.15*

0.54*

5.85

5.62

5.38

5.11

4.82

4.52

4.21

3.58

2.96

2.38

1.87

1.43

5.74

5.49

5.21

4.91

4.59

4.26

3.92

3.23

2.58

1.98

1.46

1.03*

5.53

5.22

4.89

4.52

4.15

3.76

3.36

2.59

1.88

1.26*

0.74*

0.33*

8.35

7.47

6.57

5.70

4.88

4.11

3.41

2.40

1.72

1.24*

0.90*

8.14

7.21

6.28

5.39

4.56

3.79

3.11

2.12

1.46*

1.01*

7.73

6.72

5.74

4.81

3.97

3.22

2.57

1.63*

1.02*

10.82

10.39

9.87

9.33

8.75

8.16

7.56

6.36

5.24

4.22

3.36

2.69

10.71

10.25

9.70

9.12

8.51

7.88

7.25

6.01

4.85

3.83

2.99

2.33

10.49

9.96

9.35

8.71

8.04

7.35

6.67

5.35

4.16

3.14

2.32*

1.70*

10.84

9.66

8.48

7.34

6.28

5.31

4.44

3.18

2.33

1.73

1.30*

10.62

9.40

8.18

7.02

5.94

4.98

4.13

2.89

2.06

1.49*

1.07*

10.20

8.89

7.62

6.42

5.34

4.39

3.57

2.38*

1.60*

1.06*

14.52

13.91

13.25

12.54

11.80

11.04

10.26

8.71

7.23

5.88

4.73

3.85

14.40

13.75

13.06

12.32

11.54

10.74

9.92

8.31

6.80

5.44

4.31

3.44

14.16

13.45

12.69

11.87

11.02

10.15

9.28

7.57

6.01

4.66

3.56

2.71*

14.93

13.34

11.75

10.21

8.77

7.44

6.27

4.56

3.40

2.59

2.00

14.70

13.07

11.44

9.87

8.41

7.09

5.93

4.25

3.11

2.32

1.74*

14.26

12.54

10.84

9.23

7.76

6.45

5.32

3.69

2.60*

1.84*

1.30*

22.65

21.73

20.72

19.65

18.53

17.36

16.16

13.76

11.45

9.33

7.47

6.02

22.51

21.54

20.50

19.38

18.20

16.98

15.74

13.26

10.90

8.78

6.95

5.53

22.23

21.18

20.05

18.84

17.57

16.26

14.93

12.33

9.92

7.81

6.03

4.67

3.36

3.04

2.69

2.33

1.99

1.67

1.38

0.89

0.52*

0.26*

3.17

2.81

2.43

2.05

1.69

1.36

1.06

0.58*

0.23*

2.81

2.38

1.94

1.52

1.14

0.80

0.51*

0.05*

4.15

4.02

3.87

3.69

3.51

3.31

3.10

2.64

2.18

1.74

1.35

1.01

4.06

3.90

3.73

3.53

3.31

3.08

2.85

2.34

1.84

1.38

0.98

0.63*

3.89

3.68

3.46

3.21

2.94

2.65

2.37

1.77

1.22

0.73*

0.32*

4.81

4.39

3.95

3.50

3.06

2.64

2.25

1.58

1.05*

0.67*

0.40*

4.62

4.16

3.68

3.20

2.73

2.30

1.90

1.24

0.73*

0.38*

4.25

3.71

3.16

2.63

2.14

1.69

1.29

0.65*

5.99

5.79

5.57

5.34

5.08

4.82

4.54

3.96

3.37

2.80

2.27

1.80

5.89

5.67

5.43

5.16

4.88

4.58

4.27

3.63

2.99

2.40

1.85

1.38

5.70

5.43

5.13

4.81

4.47

4.12

3.75

3.01

2.31

1.66

1.11*

0.64*

8.62

7.76

6.89

6.04

5.22

4.46

3.76

2.65

1.90

1.39*

1.01*

8.41

7.51

6.60

5.72

4.89

4.13

3.43

2.35

1.63*

1.13*

0.78*

8.01

7.03

6.06

5.14

4.29

3.53

2.86

1.83*

1.16*

11.05

10.75

10.30

9.81

9.30

8.76

8.22

7.10

6.01

4.99

4.07

3.30

10.95

10.63

10.14

9.62

9.08

8.51

7.93

6.77

5.64

4.60

3.68

2.92

10.75

10.37

9.83

9.26

8.65

8.03

7.39

6.13

4.94

3.88

2.97

2.23*

11.31

10.20

9.03

7.88

6.79

5.79

4.89

3.51

2.58

1.92

1.45*

11.09

9.94

8.72

7.55

6.45

5.45

4.55

3.20

2.29

1.66*

1.21*

10.67

9.44

8.16

6.94

5.82

4.83

3.96

2.66

1.80*

1.21*

14.94

14.41

13.83

13.21

12.55

11.86

11.16

9.71

8.29

6.94

5.72

4.69

14.84

14.27

13.66

13.01

12.31

11.59

10.85

9.34

7.87

6.50

5.27

4.25

14.62

14.01

13.33

12.61

11.85

11.06

10.25

8.63

7.08

5.68

4.46

3.47

15.67

14.10

12.52

10.97

9.50

8.14

6.89

5.03

3.76

2.87

2.22

15.45

13.83

12.21

10.63

9.14

7.77

6.54

4.70

3.45

2.58

1.95*

15.01

13.31

11.61

9.98

8.46

7.10

5.89

4.10

2.91

2.08*

1.48*

23.46

22.65

21.77

20.82

19.82

18.78

17.69

15.47

13.25

11.15

9.22

7.62

23.33

22.49

21.57

20.58

19.54

18.44

17.31

15.00

12.72

10.58

8.65

7.07

23.08

22.17

21.18

20.11

18.97

17.79

16.57

14.11

11.73

9.56

7.64

6.09

3.56

3.28

2.97

2.64

2.31

1.99

1.69

1.16

0.74*

0.42*

0.19*

3.39

3.07

2.72

2.36

2.01

1.67

1.36

0.83

0.42*

0.12*

3.06

2.67

2.26

1.84

1.45

1.09

0.77

0.24*

6.30

6.17

6.02

5.86

5.69

5.50

5.30

4.88

4.42

3.94

3.46

2.99

6.23

6.08

5.91

5.73

5.53

5.32

5.09

4.61

4.09

3.56

3.04

2.52

6.09

5.90

5.69

5.46

5.21

4.95

4.67

4.08

3.46

2.84

2.24

1.67

5.11

4.74

4.34

3.93

3.51

3.10

2.71

2.00

1.41

0.96*

0.62*

0.37*

4.94

4.52

4.09

3.64

3.19

2.76

2.35

1.63

1.06*

0.62*

0.31*

4.60

4.11

3.60

3.09

2.60

2.13

1.70

0.98*

0.44*

9.28

8.52

7.73

6.92

6.13

5.37

4.67

3.43

2.54

1.87

1.39*

1.03*

9.09

8.29

7.45

6.61

5.80

5.02

4.31

3.09

2.22

1.57*

1.11*

8.72

7.84

6.93

6.03

5.18

4.39

3.67

2.49

1.66*

1.06*

11.58

11.38

11.16

10.93

10.64

10.27

9.88

9.05

8.19

7.30

6.43

5.59

11.51

11.29

11.05

10.79

10.47

10.07

9.66

8.78

7.85

6.92

6.01

5.14

11.36

11.10

10.82

10.51

10.14

9.69

9.22

8.23

7.21

6.19

5.21

4.30

12.28

11.31

10.29

9.26

8.24

7.25

6.30

4.60

3.41

2.57

1.96

1.51*

12.08

11.07

10.00

8.93

7.88

6.87

5.92

4.24

3.08

2.26

1.67*

1.24*

11.70

10.60

9.45

8.31

7.21

6.18

5.23

3.61

2.49*

1.72*

1.18*

15.97

15.63

15.25

14.84

14.41

13.94

13.45

12.41

11.31

10.19

9.06

7.97

15.89

15.53

15.13

14.70

14.24

13.75

13.23

12.13

10.97

9.78

8.61

7.49

15.75

15.34

14.90

14.42

13.91

13.36

12.79

11.57

10.30

9.01

7.76

6.58

17.81

16.32

14.78

13.23

11.72

10.27

8.92

6.60

4.97

3.82

2.98

2.35

17.60

16.06

14.47

12.88

11.33

9.87

8.51

6.21

4.61

3.48

2.66

2.05*

17.19

15.55

13.87

12.21

10.61

9.12

7.77

5.52

3.97

2.89*

2.11*

1.54*

25.40

24.89

24.33

23.72

23.07

22.37

21.64

20.08

18.42

16.70

14.98

13.28

25.32

24.79

24.20

23.57

22.88

22.16

21.39

19.75

18.02

16.23

14.44

12.69

25.15

24.58

23.94

23.25

22.51

21.72

20.89

19.11

17.23

15.31

13.41

11.60

(Sheathed)

(Sheathed)

Canadian Sheet Steel Building Institute

26

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

20 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

20 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

2.72

2.27

1.83

1.41

1.03

0.70*

0.42*

2.37

1.87

1.38

0.94

0.55*

0.23*

1.70

1.12

0.58

0.12*

3.77

3.54

3.27

2.99

2.69

2.38

2.07

1.45

0.91

0.45*

0.08*

3.57

3.29

2.98

2.64

2.29

1.94

1.58

0.92

0.35*

3.18

2.81

2.40

1.97

1.54

1.12

0.70

4.11

3.56

3.00

2.47

1.98

1.54

1.15*

0.54*

3.74

3.13

2.53

1.96

1.46

1.01*

0.64*

3.05

2.34

1.67

1.07

0.55*

0.11*

5.53

5.22

4.89

4.52

4.15

3.76

3.36

2.59

1.88

1.26*

0.74*

0.33*

5.32

4.96

4.57

4.15

3.72

3.27

2.83

1.99

1.25*

0.62*

0.12*

4.90

4.44

3.95

3.43

2.90

2.37

1.86

0.93*

0.14*

7.73

6.72

5.74

4.81

3.97

3.22

2.57

1.63*

1.02*

7.33

6.26

5.24

4.29

3.45

2.71

2.09*

1.20*

6.58

5.42

4.33

3.37

2.54*

1.84*

1.27*

10.49

9.96

9.35

8.71

8.04

7.35

6.67

5.35

4.16

3.14

2.32*

1.70*

10.27

9.68

9.01

8.31

7.58

6.84

6.12

4.74

3.53

2.53*

1.74*

1.14*

9.83

9.13

8.35

7.54

6.71

5.89

5.09

3.64

2.43*

1.46*

10.20

8.89

7.62

6.42

5.34

4.39

3.57

2.38*

1.60*

1.06*

9.79

8.42

7.10

5.88

4.80

3.87

3.07

1.93*

1.19*

9.01

7.53

6.15

4.92

3.85

2.95*

2.21*

14.16

13.45

12.69

11.87

11.02

10.15

9.28

7.57

6.01

4.66

3.56

2.71*

13.92

13.15

12.32

11.44

10.52

9.59

8.66

6.89

5.30

3.96

2.89*

2.08*

13.45

12.56

11.60

10.60

9.57

8.54

7.53

5.65

4.05

2.75*

1.74*

14.26

12.54

10.84

9.23

7.76

6.45

5.32

3.69

2.60*

1.84*

1.30*

13.83

12.03

10.28

8.65

7.17

5.88

4.77

3.19*

2.14*

1.42*

13.01

11.08

9.25

7.58

6.12

4.86

3.81*

2.32*

22.23

21.18

20.05

18.84

17.57

16.26

14.93

12.33

9.92

7.81

6.03

4.67

21.95

20.83

19.61

18.32

16.96

15.57

14.17

11.47

9.03

6.94

5.22

3.91*

21.39

20.13

18.75

17.30

15.79

14.27

12.76

9.93

7.47

5.43*

3.82*

2.61*

2.81

2.38

1.94

1.52

1.14

0.80

0.51*

0.05*

2.47

1.98

1.50

1.05

0.65*

0.31*

0.02*

1.82

1.24

0.70

0.22*

3.89

3.68

3.46

3.21

2.94

2.65

2.37

1.77

1.22

0.73*

0.32*

3.71

3.46

3.19

2.89

2.57

2.24

1.91

1.25

0.66*

0.15*

3.37

3.03

2.67

2.28

1.87

1.46

1.06

0.31*

4.25

3.71

3.16

2.63

2.14

1.69

1.29

0.65*

3.89

3.29

2.69

2.13

1.61

1.15*

0.76*

0.15*

3.21

2.50

1.83

1.22

0.68*

0.22*

5.70

5.43

5.13

4.81

4.47

4.12

3.75

3.01

2.31

1.66

1.11*

0.64*

5.52

5.20

4.85

4.47

4.08

3.67

3.26

2.44

1.68

1.01*

0.45*

5.14

4.73

4.29

3.81

3.32

2.82

2.33

1.38

0.55*

8.01

7.03

6.06

5.14

4.29

3.53

2.86

1.83*

1.16*

7.62

6.58

5.56

4.61

3.75

3.01

2.35*

1.38*

6.89

5.74

4.65

3.67

2.81

2.09*

1.48*

10.75

10.37

9.83

9.26

8.65

8.03

7.39

6.13

4.94

3.88

2.97

2.23*

10.56

10.13

9.53

8.90

8.24

7.56

6.87

5.53

4.31

3.24

2.34*

1.63*

10.17

9.63

8.94

8.20

7.43

6.66

5.90

4.44

3.16

2.09*

1.24*

10.67

9.44

8.16

6.94

5.82

4.83

3.96

2.66

1.80*

1.21*

10.27

8.96

7.63

6.38

5.26

4.28

3.43

2.19*

1.37*

9.50

8.06

6.66

5.38

4.27

3.32*

2.52*

1.37*

14.62

14.01

13.33

12.61

11.85

11.06

10.25

8.63

7.08

5.68

4.46

3.47

14.41

13.74

13.01

12.22

11.40

10.54

9.68

7.96

6.37

4.95

3.75

2.79*

13.99

13.21

12.36

11.46

10.52

9.56

8.59

6.74

5.07

3.66*

2.49*

1.59*

15.01

13.31

11.61

9.98

8.46

7.10

5.89

4.10

2.91

2.08*

1.48*

14.59

12.80

11.04

9.37

7.85

6.50

5.32

3.58

2.43*

1.64*

13.77

11.85

9.99

8.28

6.75

5.43

4.30

2.66*

1.60*

23.08

22.17

21.18

20.11

18.97

17.79

16.57

14.11

11.73

9.56

7.64

6.09

22.83

21.86

20.79

19.64

18.42

17.16

15.86

13.28

10.82

8.63

6.74

5.23

22.34

21.23

20.02

18.72

17.35

15.95

14.52

11.74

9.20

7.00

5.17*

3.74*

3.06

2.67

2.26

1.84

1.45

1.09

0.77

0.24*

2.74

2.28

1.82

1.37

0.95

0.58*

0.25*

2.13

1.57

1.02

0.52

0.07*

6.09

5.90

5.69

5.46

5.21

4.95

4.67

4.08

3.46

2.84

2.24

1.67

5.94

5.72

5.47

5.19

4.90

4.59

4.26

3.57

2.86

2.16

1.50

0.89*

5.66

5.36

5.03

4.67

4.28

3.88

3.46

2.59

1.73

0.91

0.16*

4.60

4.11

3.60

3.09

2.60

2.13

1.70

0.98*

0.44*

4.27

3.71

3.14

2.58

2.06

1.57

1.13*

0.42*

3.63

2.96

2.30

1.67

1.09

0.58*

0.14*

8.72

7.84

6.93

6.03

5.18

4.39

3.67

2.49

1.66*

1.06*

8.37

7.41

6.44

5.50

4.62

3.82

3.11

1.96*

1.17*

7.68

6.60

5.53

4.53

3.62

2.81

2.12*

1.05*

11.36

11.10

10.82

10.51

10.14

9.69

9.22

8.23

7.21

6.19

5.21

4.30

11.21

10.92

10.59

10.24

9.82

9.32

8.79

7.70

6.58

5.49

4.46

3.53

10.92

10.55

10.14

9.69

9.17

8.58

7.96

6.68

5.41

4.20

3.11

2.14*

11.70

10.60

9.45

8.31

7.21

6.18

5.23

3.61

2.49*

1.72*

1.18*

11.33

10.14

8.93

7.74

6.60

5.56

4.61

3.05

1.98*

1.26*

10.61

9.29

7.96

6.69

5.51

4.47

3.54

2.07*

15.75

15.34

14.90

14.42

13.91

13.36

12.79

11.57

10.30

9.01

7.76

6.58

15.60

15.16

14.67

14.14

13.58

12.98

12.35

11.02

9.65

8.28

6.97

5.75

15.30

14.78

14.21

13.59

12.93

12.23

11.50

9.97

8.42

6.91

5.51

4.25

17.19

15.55

13.87

12.21

10.61

9.12

7.77

5.52

3.97

2.89*

2.11*

1.54*

16.78

15.06

13.30

11.58

9.95

8.45

7.11

4.91

3.41*

2.37*

1.63*

16.00

14.11

12.23

10.42

8.75

7.24

5.92

3.83*

2.43*

25.15

24.58

23.94

23.25

22.51

21.72

20.89

19.11

17.23

15.31

13.41

11.60

24.99

24.37

23.69

22.94

22.14

21.29

20.39

18.48

16.47

14.44

12.46

10.59

24.67

23.96

23.18

22.33

21.41

20.44

19.42

17.26

15.02

12.80

10.70

8.76

(Sheathed)

(Sheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

27

Combined Axial and Lateral Loadbearing Stud Tables

30 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

2.19

1.67

1.17

0.72

0.33*

0.01*

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

30 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

1.70

1.12

0.58

0.12*

0.80

0.13*

3.47

3.17

2.83

2.47

2.10

1.73

1.36

0.67*

0.10*

3.18

2.81

2.40

1.97

1.54

1.12

0.70

2.61

2.11

1.57

1.03

0.50

3.57

2.92

2.30

1.73

1.21

0.77*

0.40*

3.05

2.34

1.67

1.07

0.55*

0.11*

2.10

1.28

0.54*

5.22

4.83

4.41

3.97

3.51

3.04

2.58

1.71

0.96*

0.33*

4.90

4.44

3.95

3.43

2.90

2.37

1.86

0.93*

0.14*

4.29

3.69

3.05

2.40

1.76

1.14

0.55*

7.14

6.04

5.00

4.05

3.21

2.48*

1.87*

1.01*

6.58

5.42

4.33

3.37

2.54*

1.84*

1.27*

5.55

4.28

3.15

2.19*

1.39*

10.15

9.55

8.85

8.11

7.36

6.60

5.85

4.45

3.24

2.25*

1.47*

9.83

9.13

8.35

7.54

6.71

5.89

5.09

3.64

2.43*

1.46*

9.18

8.33

7.40

6.45

5.50

4.58

3.72

2.20*

1.00*

9.59

8.19

6.85

5.63

4.55

3.62

2.84*

1.73*

9.01

7.53

6.15

4.92

3.85

2.95*

2.21*

7.92

6.33

4.90

3.66

2.63*

1.79*

13.80

13.00

12.14

11.23

10.28

9.32

8.37

6.56

4.97

3.64*

2.59*

1.79*

13.45

12.56

11.60

10.60

9.57

8.54

7.53

5.65

4.05

2.75*

1.74*

12.75

11.69

10.57

9.40

8.23

7.08

5.99

4.03*

2.44*

13.62

11.79

10.01

8.37

6.89

5.61

4.52

2.96*

1.93*

13.01

11.08

9.25

7.58

6.12

4.86

3.81*

2.32*

11.85

9.78

7.87

6.19

4.75

3.56*

2.58*

21.81

20.65

19.40

18.06

16.66

15.24

13.81

11.07

8.62

6.54

4.85*

3.57*

21.39

20.13

18.75

17.30

15.79

14.27

12.76

9.93

7.47

5.43*

3.82*

2.61*

20.57

19.09

17.51

15.85

14.15

12.47

10.85

7.91

5.46*

3.52*

2.30

1.79

1.29

0.83

0.43*

0.09*

1.82

1.24

0.70

0.22*

0.93

0.25

3.63

3.35

3.06

2.73

2.39

2.04

1.69

1.01

0.40*

3.37

3.03

2.67

2.28

1.87

1.46

1.06

0.31*

2.86

2.40

1.91

1.40

0.89

0.39

3.72

3.09

2.47

1.89

1.36

0.91*

0.51*

3.21

2.50

1.83

1.22

0.68*

0.22*

2.27

1.44

0.70*

0.04*

5.42

5.08

4.71

4.31

3.88

3.45

3.02

2.16

1.38

0.70*

0.14*

5.14

4.73

4.29

3.81

3.32

2.82

2.33

1.38

0.55*

4.59

4.05

3.47

2.86

2.25

1.64

1.05

7.43

6.36

5.32

4.36

3.50

2.76

2.12*

1.17*

6.89

5.74

4.65

3.67

2.81

2.09*

1.48*

5.87

4.60

3.45

2.45*

1.62*

0.93*

10.46

10.00

9.38

8.72

8.03

7.33

6.62

5.25

4.00

2.93*

2.05*

1.35*

10.17

9.63

8.94

8.20

7.43

6.66

5.90

4.44

3.16

2.09*

1.24*

9.59

8.91

8.07

7.19

6.30

5.41

4.55

2.98*

1.67*

10.07

8.73

7.37

6.12

5.00

4.03

3.19

1.97*

9.50

8.06

6.66

5.38

4.27

3.32*

2.52*

1.37*

8.42

6.85

5.37

4.08

2.99*

2.09*

1.36*

14.31

13.61

12.84

12.03

11.17

10.29

9.40

7.65

6.03

4.61

3.42*

2.47*

13.99

13.21

12.36

11.46

10.52

9.56

8.59

6.74

5.07

3.66*

2.49*

1.59*

13.37

12.44

11.43

10.36

9.27

8.17

7.10

5.10

3.38*

1.99*

14.38

12.56

10.77

9.09

7.56

6.22

5.05

3.34*

2.21*

13.77

11.85

9.99

8.28

6.75

5.43

4.30

2.66*

1.60*

12.62

10.54

8.59

6.84

5.33

4.06*

3.00*

22.71

21.70

20.59

19.41

18.15

16.85

15.52

12.88

10.40

8.20

6.32

4.83*

22.34

21.23

20.02

18.72

17.35

15.95

14.52

11.74

9.20

7.00

5.17*

3.74*

21.61

20.31

18.89

17.39

15.83

14.24

12.67

9.69

7.08

4.91*

3.18*

2.58

2.10

1.61

1.15

0.72

0.34*

0.01*

2.13

1.57

1.02

0.52

0.07*

1.27

0.59

5.87

5.63

5.36

5.06

4.74

4.41

4.06

3.32

2.57

1.84

1.15

0.53*

5.66

5.36

5.03

4.67

4.28

3.88

3.46

2.59

1.73

0.91

0.16*

5.23

4.82

4.38

3.89

3.38

2.85

2.31

1.21

0.17

4.11

3.52

2.92

2.34

1.80

1.31

0.87*

0.16*

3.63

2.96

2.30

1.67

1.09

0.58*

0.14*

2.73

1.92

1.15

0.45*

8.19

7.20

6.21

5.25

4.35

3.55

2.85

1.72*

0.95*

7.68

6.60

5.53

4.53

3.62

2.81

2.12*

1.05*

6.71

5.48

4.31

3.25

2.32*

1.53*

0.88*

11.14

10.82

10.48

10.10

9.65

9.13

8.58

7.44

6.28

5.16

4.11

3.16

10.92

10.55

10.14

9.69

9.17

8.58

7.96

6.68

5.41

4.20

3.11

2.14*

10.49

10.00

9.47

8.88

8.23

7.50

6.75

5.24

3.79

2.46*

1.30*

0.33*

11.15

9.92

8.68

7.46

6.32

5.27

4.33

2.79*

1.75*

10.61

9.29

7.96

6.69

5.51

4.47

3.54

2.07*

9.59

8.09

6.64

5.30

4.10

3.06*

2.18*

15.52

15.06

14.56

14.01

13.42

12.79

12.13

10.76

9.33

7.93

6.59

5.36

15.30

14.78

14.21

13.59

12.93

12.23

11.50

9.97

8.42

6.91

5.51

4.25

14.86

14.22

13.53

12.78

11.97

11.13

10.26

8.47

6.70

5.05

3.56*

2.28*

16.58

14.82

13.02

11.28

9.63

8.13

6.79

4.62

3.15*

2.13*

16.00

14.11

12.23

10.42

8.75

7.24

5.92

3.83*

2.43*

14.87

12.79

10.76

8.87

7.17

5.68

4.41*

2.46*

24.91

24.27

23.56

22.79

21.96

21.08

20.15

18.17

16.10

14.02

12.00

10.11

24.67

23.96

23.18

22.33

21.41

20.44

19.42

17.26

15.02

12.80

10.70

8.76

24.18

23.34

22.42

21.41

20.34

19.19

18.00

15.51

12.99

10.57

8.34

6.36*

(Sheathed)

(Sheathed)

Canadian Sheet Steel Building Institute

28

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

40 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

40 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

1.70

1.12

0.58

0.12*

1.09

0.45

3.18

2.81

2.40

1.97

1.54

1.12

0.70

2.80

2.34

1.84

1.34

0.84

0.36

2.06

1.43

0.79

0.16

3.05

2.34

1.67

1.07

0.55*

0.11*

2.41

1.62

0.90

0.28*

1.22

0.32*

4.90

4.44

3.95

3.43

2.90

2.37

1.86

0.93*

0.14*

4.49

3.94

3.34

2.74

2.13

1.54

0.97

3.69

2.96

2.20

1.44

0.70

0.01*

6.58

5.42

4.33

3.37

2.54*

1.84*

1.27*

5.88

4.65

3.53

2.56*

1.75*

1.09*

4.60

3.27

2.11*

1.16*

9.83

9.13

8.35

7.54

6.71

5.89

5.09

3.64

2.43*

1.46*

9.39

8.60

7.71

6.80

5.89

5.00

4.16

2.66*

1.45*

8.54

7.55

6.49

5.42

4.37

3.39

2.48*

0.94*

9.01

7.53

6.15

4.92

3.85

2.95*

2.21*

8.27

6.72

5.30

4.06

3.02*

2.15*

1.46*

6.92

5.25

3.79

2.57*

1.57*

13.45

12.56

11.60

10.60

9.57

8.54

7.53

5.65

4.05

2.75*

1.74*

12.98

11.98

10.91

9.80

8.67

7.55

6.48

4.55

2.95*

1.69*

12.06

10.85

9.58

8.27

6.99

5.75

4.60

2.60*

1.04*

13.01

11.08

9.25

7.58

6.12

4.86

3.81*

2.32*

12.22

10.20

8.31

6.63

5.19

3.97*

2.97*

10.76

8.59

6.64

4.96

3.56*

2.42*

21.39

20.13

18.75

17.30

15.79

14.27

12.76

9.93

7.47

5.43*

3.82*

2.61*

20.84

19.43

17.92

16.32

14.69

13.05

11.47

8.55

6.09

4.13*

2.60*

19.76

18.09

16.31

14.47

12.62

10.83

9.13

6.12*

3.72*

1.82

1.24

0.70

0.22*

1.21

0.57

0.11

3.37

3.03

2.67

2.28

1.87

1.46

1.06

0.31*

3.02

2.61

2.16

1.69

1.21

0.73

0.28

2.35

1.78

1.18

0.57

3.21

2.50

1.83

1.22

0.68*

0.22*

2.57

1.78

1.06

0.42*

1.40

0.49*

5.14

4.73

4.29

3.81

3.32

2.82

2.33

1.38

0.55*

4.78

4.27

3.74

3.17

2.60

2.02

1.46

0.43*

4.05

3.38

2.68

1.96

1.24

0.54

6.89

5.74

4.65

3.67

2.81

2.09*

1.48*

6.20

4.97

3.83

2.84

1.99*

1.30*

4.92

3.58

2.39*

1.39*

0.58*

10.17

9.63

8.94

8.20

7.43

6.66

5.90

4.44

3.16

2.09*

1.24*

9.78

9.15

8.35

7.52

6.67

5.82

4.99

3.45

2.14*

1.09*

9.02

8.20

7.23

6.22

5.22

4.25

3.32

1.68*

0.36*

9.50

8.06

6.66

5.38

4.27

3.32*

2.52*

1.37*

8.77

7.24

5.78

4.50

3.39*

2.48*

1.72*

7.41

5.75

4.23

2.94*

1.88*

13.99

13.21

12.36

11.46

10.52

9.56

8.59

6.74

5.07

3.66*

2.49*

1.59*

13.58

12.69

11.74

10.72

9.68

8.62

7.58

5.62

3.92*

2.52*

1.40*

12.76

11.67

10.52

9.31

8.09

6.88

5.72

3.63*

1.90*

13.77

11.85

9.99

8.28

6.75

5.43

4.30

2.66*

1.60*

12.99

10.96

9.04

7.30

5.78

4.49

3.41*

1.87*

11.53

9.33

7.32

5.56

4.08*

2.86*

1.87*

22.34

21.23

20.02

18.72

17.35

15.95

14.52

11.74

9.20

7.00

5.17*

3.74*

21.85

20.61

19.27

17.83

16.33

14.80

13.27

10.34

7.75

5.57*

3.81*

2.45*

20.88

19.40

17.80

16.11

14.38

12.65

10.96

7.85

5.21*

3.10*

2.13

1.57

1.02

0.52

0.07*

1.55

0.90

0.30

0.47

5.66

5.36

5.03

4.67

4.28

3.88

3.46

2.59

1.73

0.91

0.16*

5.37

5.00

4.59

4.15

3.68

3.19

2.68

1.66

0.67

4.81

4.29

3.73

3.13

2.51

1.86

1.21

3.63

2.96

2.30

1.67

1.09

0.58*

0.14*

3.03

2.26

1.52

0.84

0.24*

1.89

0.97

0.12*

7.68

6.60

5.53

4.53

3.62

2.81

2.12*

1.05*

7.03

5.84

4.70

3.66

2.73*

1.94*

1.27*

5.79

4.45

3.21

2.12*

1.19*

0.42*

10.92

10.55

10.14

9.69

9.17

8.58

7.96

6.68

5.41

4.20

3.11

2.14*

10.64

10.19

9.69

9.15

8.54

7.85

7.15

5.71

4.31

3.02

1.88*

0.91*

10.06

9.46

8.80

8.09

7.31

6.46

5.59

3.89

2.29*

0.89*

10.61

9.29

7.96

6.69

5.51

4.47

3.54

2.07*

9.92

8.48

7.06

5.74

4.55

3.51*

2.61*

1.23*

8.62

6.99

5.45

4.06

2.86*

1.85*

1.01*

15.30

14.78

14.21

13.59

12.93

12.23

11.50

9.97

8.42

6.91

5.51

4.25

15.00

14.41

13.76

13.05

12.29

11.49

10.66

8.96

7.26

5.65

4.19

2.91*

14.42

13.67

12.85

11.97

11.04

10.06

9.06

7.05

5.11

3.35*

1.82*

0.54*

16.00

14.11

12.23

10.42

8.75

7.24

5.92

3.83*

2.43*

15.24

13.22

11.23

9.36

7.67

6.17

4.89

2.89*

13.80

11.56

9.42

7.48

5.77

4.31*

3.09*

24.67

23.96

23.18

22.33

21.41

20.44

19.42

17.26

15.02

12.80

10.70

8.76

24.34

23.55

22.67

21.72

20.69

19.61

18.47

16.08

13.65

11.29

9.09

7.12

23.69

22.73

21.67

20.51

19.28

17.98

16.63

13.85

11.10

8.53

6.23*

4.24*

(Sheathed)

(Sheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

29

Combined Axial and Lateral Loadbearing Stud Tables

50 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

1.24

0.61

0.05*

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

50 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

0.52

2.90

2.45

1.98

1.49

1.01

0.54

0.10*

2.43

1.88

1.31

0.73

0.18

1.51

0.78

0.05

2.56

1.79

1.08

0.47*

1.80

0.95

0.20*

0.40

4.60

4.06

3.49

2.91

2.32

1.74

1.19

0.20*

4.09

3.44

2.76

2.07

1.40

0.75

0.15*

3.10

2.25

1.38

0.53

6.05

4.83

3.72

2.75*

1.94*

1.27*

5.23

3.93

2.79*

1.83*

1.04*

3.72

2.34*

1.18*

9.50

8.73

7.87

6.98

6.09

5.22

4.39

2.90*

1.69*

8.96

8.07

7.09

6.10

5.11

4.17

3.29

1.77*

7.91

6.79

5.61

4.44

3.32

2.28*

1.34*

8.45

6.92

5.50

4.27

3.22*

2.35*

1.64*

7.58

5.96

4.52

3.28*

2.26*

1.44*

5.98

4.26

2.79*

1.58*

13.10

12.12

11.08

9.99

8.89

7.79

6.74

4.81

3.21*

1.94*

12.52

11.41

10.23

9.02

7.81

6.63

5.51

3.53*

1.95*

11.39

10.03

8.62

7.20

5.82

4.51

3.32*

1.30*

12.42

10.42

8.54

6.86

5.41

4.18*

3.17*

1.75*

11.48

9.37

7.45

5.76

4.34*

3.16*

2.22*

9.74

7.49

5.51

3.85*

2.49*

20.98

19.61

18.13

16.56

14.96

13.35

11.78

8.88

6.42

4.44*

2.89*

20.29

18.76

17.10

15.38

13.63

11.91

10.26

7.29

4.86*

2.95*

18.96

17.11

15.15

13.15

11.18

9.30

7.54

4.51*

2.16*

1.36

0.73

0.15*

0.65

3.11

2.71

2.29

1.83

1.37

0.91

0.47

2.69

2.19

1.67

1.12

0.58

0.05

1.86

1.18

0.48

2.73

1.96

1.24

0.61*

0.06*

1.97

1.11

0.35*

0.58

4.87

4.39

3.87

3.33

2.77

2.22

1.67

0.66*

4.41

3.82

3.20

2.55

1.90

1.27

0.65

3.51

2.73

1.91

1.09

0.28

6.37

5.15

4.03

3.04

2.19*

1.49*

0.91*

5.54

4.25

3.09

2.09*

1.26*

4.04

2.63*

1.43*

0.44*

9.88

9.27

8.50

7.69

6.86

6.02

5.21

3.69

2.39*

1.33*

9.40

8.67

7.78

6.86

5.93

5.01

4.13

2.53*

1.21*

8.46

7.51

6.41

5.30

4.20

3.15

2.18*

0.49*

8.95

7.44

6.00

4.71

3.60

2.68*

1.91*

8.07

6.47

4.98

3.69*

2.61*

1.72*

6.47

4.73

3.19*

1.92*

0.89*

13.68

12.82

11.89

10.91

9.89

8.85

7.83

5.89

4.20*

2.79*

1.66*

13.17

12.18

11.12

10.01

8.87

7.73

6.63

4.59

2.87*

1.49*

12.15

10.93

9.63

8.30

6.96

5.67

4.44

2.28*

13.18

11.18

9.27

7.54

6.02

4.72

3.62*

2.06*

12.25

10.12

8.15

6.40

4.90

3.64*

2.61*

10.50

8.21

6.16

4.41*

2.96*

1.79*

21.97

20.77

19.45

18.05

16.58

15.08

13.57

10.68

8.10

5.91*

4.13*

2.75*

21.36

20.00

18.53

16.96

15.34

13.70

12.08

9.05

6.43

4.28*

2.58*

20.16

18.51

16.73

14.88

13.00

11.15

9.37

6.16*

3.53*

1.69

1.07

0.47

1.00

0.28

5.44

5.09

4.70

4.28

3.83

3.36

2.88

1.89

0.93

0.04*

5.09

4.65

4.16

3.64

3.09

2.52

1.93

0.78

4.39

3.77

3.10

2.39

1.65

0.90

0.15

3.18

2.43

1.71

1.04

0.44*

2.45

1.60

0.80

0.08*

1.09

0.08

7.19

6.03

4.91

3.87

2.95

2.15*

1.47*

6.40

5.13

3.93

2.86

1.93*

1.15*

4.93

3.49

2.20*

1.09*

0.17*

10.71

10.28

9.80

9.28

8.70

8.03

7.35

5.95

4.58

3.31

2.18*

1.20*

10.35

9.82

9.24

8.62

7.92

7.15

6.36

4.78

3.28

1.92*

0.75*

9.63

8.92

8.15

7.31

6.41

5.44

4.48

2.60

0.90*

10.09

8.68

7.28

5.97

4.78

3.74

2.83*

1.43*

9.26

7.71

6.23

4.87

3.67*

2.64*

1.77*

7.70

5.96

4.35

2.94*

1.75*

0.76*

15.08

14.50

13.87

13.18

12.45

11.68

10.87

9.21

7.54

5.96

4.51

3.23*

14.71

14.04

13.30

12.51

11.66

10.77

9.85

7.99

6.16

4.47

2.96*

1.68*

13.98

13.12

12.18

11.18

10.12

9.02

7.91

5.70

3.63*

1.79*

0.23*

15.43

13.44

11.48

9.62

7.93

6.43

5.14

3.12*

1.78*

14.51

12.37

10.30

8.39

6.68

5.20

3.95*

2.05*

12.77

10.40

8.18

6.21

4.51*

3.08*

1.91*

24.42

23.65

22.80

21.87

20.87

19.81

18.70

16.37

13.99

11.66

9.48

7.52

24.02

23.14

22.17

21.11

19.98

18.79

17.54

14.95

12.35

9.87

7.61

5.62*

23.21

22.12

20.92

19.62

18.24

16.79

15.29

12.26

9.33

6.65*

4.30*

2.31*

(Sheathed)

(Sheathed)

Canadian Sheet Steel Building Institute

30

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

60 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

60 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

0.80

0.13*

2.61

2.11

1.57

1.03

0.50

2.06

1.43

0.79

0.16

0.98

0.16

2.10

1.28

0.54*

1.22

0.32*

4.29

3.69

3.05

2.40

1.76

1.14

0.55*

3.69

2.96

2.20

1.44

0.70

0.01*

2.52

1.56

0.59

5.55

4.28

3.15

2.19*

1.39*

4.60

3.27

2.11*

1.16*

2.89

1.48*

0.31*

9.18

8.33

7.40

6.45

5.50

4.58

3.72

2.20*

1.00*

8.54

7.55

6.49

5.42

4.37

3.39

2.48*

0.94*

7.30

6.06

4.77

3.51

2.33*

1.25*

0.29*

7.92

6.33

4.90

3.66

2.63*

1.79*

6.92

5.25

3.79

2.57*

1.57*

5.10

3.34*

1.86*

0.68*

12.75

11.69

10.57

9.40

8.23

7.08

5.99

4.03*

2.44*

12.06

10.85

9.58

8.27

6.99

5.75

4.60

2.60*

1.04*

10.73

9.23

7.69

6.17

4.71

3.36*

2.13*

11.85

9.78

7.87

6.19

4.75

3.56*

2.58*

10.76

8.59

6.64

4.96

3.56*

2.42*

8.77

6.46

4.47*

2.82*

1.51*

20.57

19.09

17.51

15.85

14.15

12.47

10.85

7.91

5.46*

3.52*

19.76

18.09

16.31

14.47

12.62

10.83

9.13

6.12*

3.72*

18.17

16.15

14.03

11.90

9.82

7.86

6.06*

3.03*

0.93

0.25

0.11

2.86

2.40

1.91

1.40

0.89

0.39

2.35

1.78

1.18

0.57

1.38

0.60

2.27

1.44

0.70*

0.04*

1.40

0.49*

4.59

4.05

3.47

2.86

2.25

1.64

1.05

4.05

3.38

2.68

1.96

1.24

0.54

2.99

2.09

1.17

0.26

5.87

4.60

3.45

2.45*

1.62*

0.93*

4.92

3.58

2.39*

1.39*

0.58*

3.21

1.76*

0.54*

9.59

8.91

8.07

7.19

6.30

5.41

4.55

2.98*

1.67*

9.02

8.20

7.23

6.22

5.22

4.25

3.32

1.68*

0.36*

7.91

6.83

5.62

4.41

3.23

2.12*

1.10*

8.42

6.85

5.37

4.08

2.99*

2.09*

1.36*

7.41

5.75

4.23

2.94*

1.88*

5.58

3.78*

2.23*

0.97*

13.37

12.44

11.43

10.36

9.27

8.17

7.10

5.10

3.38*

1.99*

12.76

11.67

10.52

9.31

8.09

6.88

5.72

3.63*

1.90*

11.55

10.19

8.77

7.32

5.89

4.52

3.24*

1.04*

12.62

10.54

8.59

6.84

5.33

4.06*

3.00*

11.53

9.33

7.32

5.56

4.08*

2.86*

1.87*

9.52

7.16

5.08*

3.34*

1.93*

21.61

20.31

18.89

17.39

15.83

14.24

12.67

9.69

7.08

4.91*

3.18*

20.88

19.40

17.80

16.11

14.38

12.65

10.96

7.85

5.21*

3.10*

19.45

17.63

15.69

13.69

11.68

9.73

7.88

4.61*

1.99*

1.27

0.59

0.47

5.23

4.82

4.38

3.89

3.38

2.85

2.31

1.21

0.17

4.81

4.29

3.73

3.13

2.51

1.86

1.21

3.97

3.25

2.47

1.66

0.82

2.73

1.92

1.15

0.45*

1.89

0.97

0.12*

0.33

6.71

5.48

4.31

3.25

2.32*

1.53*

0.88*

5.79

4.45

3.21

2.12*

1.19*

0.42*

4.10

2.59

1.27*

0.15*

10.49

10.00

9.47

8.88

8.23

7.50

6.75

5.24

3.79

2.46*

1.30*

0.33*

10.06

9.46

8.80

8.09

7.31

6.46

5.59

3.89

2.29*

0.89*

9.21

8.39

7.50

6.55

5.53

4.46

3.40

1.39*

9.59

8.09

6.64

5.30

4.10

3.06*

2.18*

8.62

6.99

5.45

4.06

2.86*

1.85*

1.01*

6.82

4.98

3.33*

1.91*

0.72*

14.86

14.22

13.53

12.78

11.97

11.13

10.26

8.47

6.70

5.05

3.56*

2.28*

14.42

13.67

12.85

11.97

11.04

10.06

9.06

7.05

5.11

3.35*

1.82*

0.54*

13.54

12.57

11.52

10.40

9.22

8.01

6.79

4.41

2.22*

0.33*

14.87

12.79

10.76

8.87

7.17

5.68

4.41*

2.46*

13.80

11.56

9.42

7.48

5.77

4.31*

3.09*

11.78

9.30

7.02

5.03*

3.34*

1.95*

24.18

23.34

22.42

21.41

20.34

19.19

18.00

15.51

12.99

10.57

8.34

6.36*

23.69

22.73

21.67

20.51

19.28

17.98

16.63

13.85

11.10

8.53

6.23*

4.24*

22.73

21.51

20.18

18.74

17.21

15.63

14.00

10.74

7.66

4.89*

2.51*

(Sheathed)

(Sheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

31

Combined Axial and Lateral Loadbearing Stud Tables

70 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

0.38

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

70 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

2.33

1.77

1.18

0.59

0.02*

1.69

1.00

0.29

0.46

1.65

0.79

0.03*

0.67

3.99

3.32

2.62

1.91

1.22

0.56

3.29

2.48

1.65

0.83

0.04*

1.96

0.89

5.07

3.76

2.62*

1.66*

0.88*

4.01

2.64*

1.48*

0.53*

2.11*

0.67*

8.86

7.94

6.94

5.92

4.93

3.97

3.09*

1.55*

8.12

7.04

5.90

4.76

3.67

2.64*

1.71*

6.70

5.34

3.95

2.62

1.38*

0.27*

7.41

5.78

4.33

3.10*

2.09*

1.27*

6.29

4.58

3.11*

1.90*

4.26

2.47*

1.00*

12.41

11.27

10.07

8.83

7.60

6.40

5.28

3.29*

1.72*

11.61

10.30

8.93

7.55

6.20

4.92

3.74*

1.72*

10.07

8.45

6.80

5.18

3.66*

2.26*

1.02*

11.30

9.17

7.24

5.56

4.14*

2.97*

2.04*

10.07

7.85

5.88

4.21*

2.84*

1.74*

7.84

5.49

3.49*

1.87*

20.16

18.59

16.90

15.15

13.38

11.63

9.97

6.99

4.56*

2.68*

19.22

17.43

15.53

13.59

11.65

9.80

8.06

5.03*

2.66*

17.39

15.21

12.94

10.69

8.52

6.51

4.68*

1.65*

0.51

2.60

2.09

1.54

0.98

0.42

2.02

1.38

0.72

0.04

0.90

0.03

1.82

0.95

0.18*

0.85

4.32

3.71

3.07

2.40

1.74

1.08

0.46*

3.69

2.95

2.17

1.37

0.60

2.47

1.47

0.45

5.39

4.08

2.91

1.91*

1.08*

4.33

2.94

1.74*

0.75*

2.42*

0.94*

9.31

8.55

7.64

6.70

5.75

4.82

3.92

2.31*

0.99*

8.65

7.74

6.68

5.60

4.54

3.51

2.55*

0.87*

7.36

6.16

4.85

3.55

2.30*

1.14*

0.09*

7.91

6.28

4.79

3.50*

2.42*

1.54*

6.78

5.06

3.53*

2.25*

1.21*

4.73

2.89*

1.34*

13.06

12.05

10.97

9.83

8.67

7.52

6.40

4.34

2.62*

1.24*

12.35

11.18

9.92

8.63

7.33

6.07

4.86

2.72*

0.99*

10.96

9.47

7.93

6.37

4.86

3.42*

2.11*

12.07

9.92

7.94

6.19

4.69*

3.44*

2.42*

10.84

8.57

6.54

4.78*

3.32*

2.14*

8.59

6.16

4.07*

2.35*

21.24

19.85

18.34

16.75

15.10

13.43

11.80

8.74

6.12*

3.98*

2.29*

20.40

18.80

17.09

15.29

13.45

11.64

9.89

6.71

4.08*

2.00*

18.75

16.77

14.68

12.53

10.41

8.37

6.46

3.15*

0.86

0.13

5.02

4.56

4.05

3.51

2.94

2.35

1.75

0.56

4.53

3.94

3.31

2.64

1.93

1.22

0.50

3.55

2.73

1.86

0.94

0.00

2.31

1.44

0.62

1.35

0.37

6.24

4.96

3.75

2.67*

1.74*

0.96*

5.21

3.80

2.53*

1.43*

0.50*

3.31

1.74*

0.39*

10.28

9.73

9.13

8.49

7.77

6.97

6.16

4.55

3.03

1.66*

0.48*

9.78

9.10

8.36

7.57

6.71

5.78

4.84

3.02

1.36*

8.78

7.86

6.86

5.79

4.67

3.51

2.37

0.22*

9.10

7.53

6.03

4.66

3.46*

2.44*

1.58*

8.00

6.29

4.71

3.30*

2.11*

1.11*

5.97

4.06

2.37*

0.94*

14.64

13.95

13.19

12.37

11.50

10.59

9.65

7.75

5.89

4.18

2.67*

1.38*

14.12

13.30

12.41

11.44

10.42

9.36

8.29

6.14

4.11

2.30*

0.75*

13.10

12.03

10.86

9.62

8.33

7.02

5.70

3.17

0.89*

14.33

12.16

10.08

8.15

6.45

4.97*

3.73*

1.85*

13.11

10.78

8.58

6.62

4.91*

3.48*

2.29*

10.83

8.25

5.93

3.92*

2.26*

23.93

23.04

22.04

20.96

19.81

18.58

17.31

14.67

12.03

9.53

7.26

5.27*

23.37

22.32

21.17

19.92

18.58

17.18

15.73

12.78

9.91

7.26

4.92*

2.94*

22.24

20.91

19.44

17.87

16.21

14.49

12.74

9.28

6.06*

3.23*

0.84*

(Sheathed)

(Sheathed)

Canadian Sheet Steel Building Institute

32

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

0 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

0 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

2.96

2.85

2.72

2.58

2.42

2.26

2.09

1.75

1.48

1.25

1.06

2.96

2.85

2.72

2.58

2.42

2.26

2.09

1.75

1.48

1.25

1.06

2.96

2.85

2.72

2.58

2.42

2.26

2.09

1.75

1.48

1.25

1.06

3.66

3.63

3.59

3.54

3.48

3.41

3.32

3.12

2.88

2.62

2.35

2.09

3.66

3.63

3.59

3.54

3.48

3.41

3.32

3.12

2.88

2.62

2.35

2.09

3.66

3.63

3.59

3.54

3.48

3.41

3.32

3.12

2.88

2.62

2.35

2.09

4.03

3.88

3.70

3.50

3.29

3.06

2.82

2.33

1.93

1.62

1.37

4.03

3.88

3.70

3.50

3.29

3.06

2.82

2.33

1.93

1.62

1.37

4.03

3.88

3.70

3.50

3.29

3.06

2.82

2.33

1.93

1.62

1.37

5.06

5.02

4.97

4.90

4.82

4.72

4.60

4.32

3.99

3.64

3.27

2.90

5.06

5.02

4.97

4.90

4.82

4.72

4.60

4.32

3.99

3.64

3.27

2.90

5.06

5.02

4.97

4.90

4.82

4.72

4.60

4.32

3.99

3.64

3.27

2.90

6.02

5.64

5.21

4.74

4.30

3.88

3.51

2.88

2.38

1.99

1.69

6.02

5.64

5.21

4.74

4.30

3.88

3.51

2.88

2.38

1.99

1.69

6.02

5.64

5.21

4.74

4.30

3.88

3.51

2.88

2.38

1.99

1.69

8.29

8.24

8.11

7.94

7.74

7.49

7.21

6.55

5.81

5.04

4.39

3.86

8.29

8.24

8.11

7.94

7.74

7.49

7.21

6.55

5.81

5.04

4.39

3.86

8.29

8.24

8.11

7.94

7.74

7.49

7.21

6.55

5.81

5.04

4.39

3.86

7.62

7.12

6.56

5.95

5.37

4.84

4.36

3.56

2.94

2.45

2.07

7.62

7.12

6.56

5.95

5.37

4.84

4.36

3.56

2.94

2.45

2.07

7.62

7.12

6.56

5.95

5.37

4.84

4.36

3.56

2.94

2.45

2.07

10.92

10.92

10.90

10.67

10.39

10.05

9.67

8.76

7.76

6.72

5.85

5.13

10.92

10.92

10.90

10.67

10.39

10.05

9.67

8.76

7.76

6.72

5.85

5.13

10.92

10.92

10.90

10.67

10.39

10.05

9.67

8.76

7.76

6.72

5.85

5.13

11.05

10.27

9.41

8.48

7.58

6.77

6.06

4.89

4.01

3.33

2.80

11.05

10.27

9.41

8.48

7.58

6.77

6.06

4.89

4.01

3.33

2.80

11.05

10.27

9.41

8.48

7.58

6.77

6.06

4.89

4.01

3.33

2.80

16.50

16.50

16.50

16.50

16.43

15.86

15.20

13.68

12.01

10.26

8.68

7.42

16.50

16.50

16.50

16.50

16.43

15.86

15.20

13.68

12.01

10.26

8.68

7.42

16.50

16.50

16.50

16.50

16.43

15.86

15.20

13.68

12.01

10.26

8.68

7.42

3.04

2.93

2.81

2.68

2.53

2.37

2.21

1.87

1.58

1.35

1.16

0.99

3.04

2.93

2.81

2.68

2.53

2.37

2.21

1.87

1.58

1.35

1.16

0.99

3.04

2.93

2.81

2.68

2.53

2.37

2.21

1.87

1.58

1.35

1.16

0.99

3.68

3.68

3.68

3.65

3.60

3.55

3.48

3.31

3.10

2.87

2.62

2.37

3.68

3.68

3.68

3.65

3.60

3.55

3.48

3.31

3.10

2.87

2.62

2.37

3.68

3.68

3.68

3.65

3.60

3.55

3.48

3.31

3.10

2.87

2.62

2.37

4.15

4.01

3.84

3.65

3.45

3.23

3.00

2.53

2.10

1.76

1.49

1.28

4.15

4.01

3.84

3.65

3.45

3.23

3.00

2.53

2.10

1.76

1.49

1.28

4.15

4.01

3.84

3.65

3.45

3.23

3.00

2.53

2.10

1.76

1.49

1.28

5.07

5.07

5.07

5.05

4.99

4.91

4.82

4.59

4.30

3.98

3.64

3.30

5.07

5.07

5.07

5.05

4.99

4.91

4.82

4.59

4.30

3.98

3.64

3.30

5.07

5.07

5.07

5.05

4.99

4.91

4.82

4.59

4.30

3.98

3.64

3.30

6.28

5.95

5.56

5.13

4.65

4.21

3.81

3.13

2.60

2.17

1.84

6.28

5.95

5.56

5.13

4.65

4.21

3.81

3.13

2.60

2.17

1.84

6.28

5.95

5.56

5.13

4.65

4.21

3.81

3.13

2.60

2.17

1.84

8.24

8.24

8.24

8.24

8.14

7.95

7.72

7.16

6.50

5.78

5.05

4.45

8.24

8.24

8.24

8.24

8.14

7.95

7.72

7.16

6.50

5.78

5.05

4.45

8.24

8.24

8.24

8.24

8.14

7.95

7.72

7.16

6.50

5.78

5.05

4.45

8.06

7.57

7.03

6.43

5.82

5.25

4.74

3.88

3.20

2.67

2.26

8.06

7.57

7.03

6.43

5.82

5.25

4.74

3.88

3.20

2.67

2.26

8.06

7.57

7.03

6.43

5.82

5.25

4.74

3.88

3.20

2.67

2.26

10.88

10.88

10.88

10.88

10.88

10.69

10.38

9.62

8.72

7.74

6.77

5.95

10.88

10.88

10.88

10.88

10.88

10.69

10.38

9.62

8.72

7.74

6.77

5.95

10.88

10.88

10.88

10.88

10.88

10.69

10.38

9.62

8.72

7.74

6.77

5.95

11.66

10.91

10.06

9.16

8.22

7.35

6.59

5.33

4.37

3.63

3.06

11.66

10.91

10.06

9.16

8.22

7.35

6.59

5.33

4.37

3.63

3.06

11.66

10.91

10.06

9.16

8.22

7.35

6.59

5.33

4.37

3.63

3.06

16.57

16.57

16.57

16.57

16.57

16.57

16.47

15.19

13.69

12.09

10.51

9.18

16.57

16.57

16.57

16.57

16.57

16.57

16.47

15.19

13.69

12.09

10.51

9.18

16.57

16.57

16.57

16.57

16.57

16.57

16.47

15.19

13.69

12.09

10.51

9.18

3.24

3.15

3.05

2.94

2.81

2.67

2.52

2.21

1.89

1.61

1.39

1.21

3.24

3.15

3.05

2.94

2.81

2.67

2.52

2.21

1.89

1.61

1.39

1.21

3.24

3.15

3.05

2.94

2.81

2.67

2.52

2.21

1.89

1.61

1.39

1.21

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.89

4.67

4.41

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.89

4.67

4.41

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.96

4.89

4.67

4.41

4.44

4.33

4.19

4.03

3.86

3.66

3.46

3.02

2.58

2.20

1.90

1.63

4.44

4.33

4.19

4.03

3.86

3.66

3.46

3.02

2.58

2.20

1.90

1.63

4.44

4.33

4.19

4.03

3.86

3.66

3.46

3.02

2.58

2.20

1.90

1.63

6.93

6.66

6.34

5.97

5.57

5.13

4.71

3.96

3.30

2.76

2.34

2.00

6.93

6.66

6.34

5.97

5.57

5.13

4.71

3.96

3.30

2.76

2.34

2.00

6.93

6.66

6.34

5.97

5.57

5.13

4.71

3.96

3.30

2.76

2.34

2.00

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.85

7.31

6.73

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.85

7.31

6.73

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.94

7.85

7.31

6.73

9.20

8.82

8.37

7.84

7.24

6.60

5.98

4.92

4.07

3.40

2.88

2.46

9.20

8.82

8.37

7.84

7.24

6.60

5.98

4.92

4.07

3.40

2.88

2.46

9.20

8.82

8.37

7.84

7.24

6.60

5.98

4.92

4.07

3.40

2.88

2.46

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

9.87

9.08

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

9.87

9.08

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

10.55

9.87

9.08

13.40

12.74

11.98

11.13

10.22

9.26

8.34

6.78

5.57

4.64

3.91

3.33

13.40

12.74

11.98

11.13

10.22

9.26

8.34

6.78

5.57

4.64

3.91

3.33

13.40

12.74

11.98

11.13

10.22

9.26

8.34

6.78

5.57

4.64

3.91

3.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

15.79

14.51

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

15.79

14.51

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

16.33

15.79

14.51

(Unsheathed)

(Unsheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

33

Combined Axial and Lateral Loadbearing Stud Tables

10 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

2.51

2.28

2.04

1.78

1.53

1.29

1.06

0.67

0.38*

0.17*

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

10 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

2.36

2.11

1.83

1.55

1.28

1.03

0.80

0.41*

0.14*

2.09

1.77

1.45

1.13

0.84

0.57*

0.33*

3.41

3.30

3.18

3.04

2.89

2.71

2.52

2.12

1.71

1.32

0.97

0.67*

3.32

3.19

3.05

2.88

2.70

2.49

2.28

1.83

1.38

0.98

0.63*

0.34*

3.15

2.98

2.78

2.57

2.33

2.08

1.81

1.28

0.79

0.37*

0.02*

3.58

3.30

3.00

2.68

2.36

2.04

1.74

1.20

0.80*

0.50*

0.29*

3.43

3.12

2.79

2.44

2.10

1.76

1.45

0.92*

0.53*

0.26*

3.15

2.78

2.38

1.99

1.61

1.26

0.95*

0.43*

4.79

4.67

4.53

4.37

4.18

3.97

3.74

3.23

2.70

2.19

1.72

1.30

4.70

4.56

4.39

4.20

3.98

3.74

3.47

2.91

2.34

1.80

1.32

0.92*

4.52

4.33

4.11

3.86

3.58

3.28

2.97

2.31

1.67

1.11*

0.63*

0.24*

5.60

5.12

4.60

4.04

3.53

3.07

2.65

1.97

1.46

1.07*

0.78*

5.46

4.95

4.40

3.83

3.31

2.83

2.41

1.73

1.23*

0.85*

5.20

4.63

4.03

3.43

2.88

2.40

1.98

1.30*

0.82*

8.02

7.90

7.67

7.41

7.10

6.74

6.34

5.47

4.57

3.71

3.01

2.43

7.93

7.78

7.53

7.23

6.89

6.50

6.07

5.15

4.21

3.35

2.64

2.07

7.76

7.55

7.25

6.89

6.48

6.03

5.55

4.54

3.56

2.68

1.98*

1.43*

7.19

6.59

5.93

5.24

4.59

4.01

3.49

2.64

1.99

1.51

1.14*

7.06

6.42

5.74

5.02

4.36

3.76

3.24

2.38

1.75

1.27*

0.92*

6.78

6.09

5.36

4.61

3.92

3.31

2.78

1.93*

1.31*

0.86*

10.63

10.54

10.41

10.07

9.67

9.21

8.69

7.54

6.34

5.20

4.25

3.48

10.54

10.42

10.25

9.88

9.44

8.94

8.38

7.17

5.93

4.78

3.83

3.06

10.35

10.17

9.94

9.50

8.99

8.41

7.79

6.48

5.18

4.02

3.08

2.33*

10.58

9.69

8.72

7.70

6.73

5.87

5.12

3.90

3.00

2.32

1.80

10.43

9.50

8.50

7.46

6.47

5.60

4.84

3.62

2.73

2.06

1.55*

10.13

9.13

8.07

6.99

5.98

5.10

4.33

3.12

2.24*

1.59*

1.12*

16.17

16.07

15.94

15.79

15.54

14.80

13.97

12.13

10.21

8.35

6.76

5.50

16.06

15.93

15.76

15.56

15.26

14.47

13.59

11.66

9.69

7.82

6.25

5.01

15.85

15.64

15.40

15.10

14.70

13.81

12.85

10.79

8.75

6.88

5.33

4.14

2.60

2.38

2.14

1.89

1.64

1.39

1.16

0.75

0.45*

0.22*

2.46

2.21

1.94

1.66

1.39

1.13

0.89

0.48*

0.19*

2.18

1.87

1.55

1.23

0.93

0.65

0.41*

0.02*

3.45

3.39

3.31

3.20

3.07

2.92

2.75

2.39

1.99

1.60

1.24

0.92

3.38

3.29

3.19

3.05

2.89

2.72

2.53

2.11

1.67

1.26

0.88

0.56*

3.23

3.10

2.95

2.77

2.56

2.33

2.09

1.58

1.08

0.63*

0.24*

3.70

3.44

3.15

2.84

2.52

2.20

1.89

1.34

0.90*

0.58*

0.35*

3.56

3.26

2.94

2.60

2.25

1.91

1.60

1.05

0.62*

0.32*

3.28

2.92

2.53

2.14

1.76

1.40

1.07

0.53*

4.83

4.76

4.68

4.57

4.42

4.24

4.04

3.59

3.09

2.59

2.10

1.67

4.75

4.66

4.56

4.42

4.23

4.03

3.80

3.28

2.74

2.20

1.70

1.25

4.60

4.46

4.31

4.11

3.87

3.61

3.32

2.71

2.08

1.49

0.97*

0.52*

5.86

5.42

4.93

4.40

3.86

3.36

2.91

2.18

1.62

1.20*

0.88*

5.73

5.25

4.74

4.18

3.62

3.11

2.66

1.92

1.37*

0.96*

0.66*

5.46

4.93

4.36

3.76

3.18

2.66

2.20

1.47*

0.94*

8.01

7.94

7.86

7.76

7.56

7.26

6.93

6.15

5.30

4.44

3.64

2.98

7.93

7.84

7.73

7.61

7.37

7.04

6.68

5.84

4.94

4.06

3.26

2.60

7.78

7.64

7.48

7.30

7.00

6.61

6.19

5.25

4.28

3.36

2.56

1.91*

7.63

7.04

6.39

5.70

5.01

4.38

3.82

2.90

2.20

1.68

1.27*

7.49

6.87

6.19

5.47

4.77

4.13

3.56

2.64

1.95

1.43*

1.04*

7.21

6.53

5.79

5.04

4.31

3.65

3.08

2.16

1.48*

0.99*

10.63

10.56

10.47

10.36

10.24

9.92

9.49

8.47

7.34

6.20

5.14

4.26

10.55

10.45

10.33

10.19

10.03

9.68

9.20

8.12

6.94

5.77

4.69

3.81

10.38

10.24

10.06

9.86

9.62

9.19

8.65

7.44

6.17

4.96

3.89

3.02

11.19

10.32

9.36

8.36

7.34

6.42

5.61

4.29

3.31

2.57

2.00

11.04

10.13

9.14

8.11

7.07

6.13

5.32

4.00

3.02

2.29

1.74*

10.73

9.76

8.70

7.63

6.56

5.61

4.78

3.47

2.51

1.80*

1.28*

16.29

16.20

16.10

15.98

15.83

15.66

15.36

13.74

11.93

10.11

8.42

7.02

16.20

16.08

15.94

15.78

15.59

15.36

15.00

13.29

11.41

9.56

7.85

6.46

16.01

15.84

15.63

15.39

15.11

14.78

14.31

12.43

10.44

8.54

6.83

5.46

2.83

2.63

2.42

2.18

1.94

1.69

1.45

1.01

0.64*

0.37*

0.16*

2.69

2.47

2.22

1.95

1.68

1.41

1.16

0.71

0.35*

0.09*

2.43

2.14

1.84

1.52

1.21

0.92

0.64

0.18*

4.79

4.74

4.69

4.63

4.56

4.49

4.40

4.22

3.99

3.68

3.26

2.82

4.73

4.67

4.60

4.52

4.43

4.33

4.22

3.97

3.69

3.31

2.84

2.36

4.62

4.53

4.42

4.30

4.17

4.02

3.86

3.50

3.09

2.61

2.05

1.51

4.03

3.80

3.54

3.25

2.95

2.63

2.32

1.74

1.24

0.85*

0.55*

0.32*

3.89

3.63

3.33

3.01

2.68

2.34

2.01

1.41

0.91*

0.54*

0.25*

3.63

3.30

2.94

2.56

2.17

1.80

1.45

0.83*

0.35*

6.53

6.15

5.71

5.23

4.73

4.20

3.71

2.86

2.16

1.62

1.22*

0.90*

6.40

5.99

5.52

5.00

4.47

3.93

3.42

2.56

1.87

1.35*

0.95*

6.15

5.67

5.13

4.57

3.99

3.42

2.90

2.03

1.36*

0.86*

7.78

7.74

7.68

7.63

7.56

7.49

7.41

7.22

6.98

6.63

5.91

5.17

7.73

7.67

7.60

7.52

7.44

7.34

7.23

6.98

6.68

6.25

5.48

4.71

7.62

7.53

7.43

7.32

7.19

7.04

6.88

6.52

6.08

5.52

4.68

3.86

8.78

8.28

7.71

7.05

6.34

5.62

4.94

3.80

2.91

2.24

1.73

1.33*

8.64

8.10

7.49

6.81

6.07

5.33

4.64

3.49

2.61

1.95

1.45*

1.07*

8.36

7.76

7.08

6.33

5.55

4.78

4.08

2.93

2.07*

1.43*

0.96*

10.39

10.34

10.29

10.23

10.16

10.08

10.00

9.80

9.55

9.25

8.34

7.38

10.33

10.27

10.20

10.12

10.03

9.93

9.82

9.55

9.23

8.84

7.88

6.87

10.22

10.13

10.03

9.91

9.78

9.63

9.46

9.07

8.60

8.06

7.00

5.93

12.94

12.16

11.26

10.29

9.26

8.22

7.23

5.60

4.36

3.41

2.69

2.13

12.79

11.97

11.03

10.02

8.97

7.90

6.90

5.26

4.02

3.09

2.38

1.84*

12.49

11.59

10.58

9.50

8.40

7.31

6.29

4.65

3.43

2.52*

1.84*

1.32*

16.16

16.11

16.05

15.98

15.91

15.82

15.73

15.49

15.20

14.83

13.93

12.41

16.10

16.03

15.95

15.87

15.77

15.65

15.53

15.22

14.84

14.36

13.36

11.78

15.98

15.88

15.77

15.63

15.48

15.32

15.13

14.68

14.12

13.45

12.28

10.62

(Unsheathed)

(Unsheathed)

Canadian Sheet Steel Building Institute

34

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

20 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

20 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

2.09

1.77

1.45

1.13

0.84

0.57*

0.33*

1.82

1.45

1.09

0.75

0.44*

0.16*

1.30

0.86

0.44

0.06*

3.15

2.98

2.78

2.57

2.33

2.08

1.81

1.28

0.79

0.37*

0.02*

2.98

2.77

2.52

2.26

1.97

1.68

1.37

0.79

0.27*

2.65

2.35

2.02

1.67

1.30

0.93

0.56

3.15

2.78

2.38

1.99

1.61

1.26

0.95*

0.43*

2.87

2.44

2.01

1.58

1.18

0.82*

0.50*

2.34

1.82

1.31

0.83

0.40*

0.03*

4.52

4.33

4.11

3.86

3.58

3.28

2.97

2.31

1.67

1.11*

0.63*

0.24*

4.35

4.11

3.84

3.53

3.20

2.85

2.48

1.75

1.08*

0.49*

0.02*

4.00

3.67

3.30

2.89

2.47

2.03

1.58

0.74*

0.01*

5.20

4.63

4.03

3.43

2.88

2.40

1.98

1.30*

0.82*

4.94

4.32

3.69

3.06

2.50

2.01

1.58*

0.93*

4.43

3.73

3.04

2.37

1.80*

1.30*

0.89*

7.76

7.55

7.25

6.89

6.48

6.03

5.55

4.54

3.56

2.68

1.98*

1.43*

7.58

7.33

6.97

6.55

6.09

5.59

5.06

3.98

2.96

2.09*

1.41*

0.87*

7.23

6.88

6.42

5.90

5.34

4.74

4.13

2.95

1.90*

1.05*

6.78

6.09

5.36

4.61

3.92

3.31

2.78

1.93*

1.31*

0.86*

6.52

5.77

4.99

4.22

3.51

2.90

2.37

1.53*

0.93*

6.00

5.16

4.31

3.50

2.77

2.15*

1.63*

10.35

10.17

9.94

9.50

8.99

8.41

7.79

6.48

5.18

4.02

3.08

2.33*

10.16

9.92

9.63

9.12

8.54

7.91

7.23

5.83

4.50

3.33

2.41*

1.69*

9.78

9.44

9.02

8.39

7.70

6.95

6.18

4.65

3.28

2.13*

1.25*

10.13

9.13

8.07

6.99

5.98

5.10

4.33

3.12

2.24*

1.59*

1.12*

9.83

8.77

7.66

6.55

5.52

4.63

3.87

2.67*

1.81*

1.19*

9.25

8.08

6.89

5.73

4.68

3.79

3.03*

1.87*

15.85

15.64

15.40

15.10

14.70

13.81

12.85

10.79

8.75

6.88

5.33

4.14

15.63

15.36

15.04

14.66

14.15

13.19

12.15

9.97

7.89

6.03

4.53

3.37*

15.21

14.81

14.34

13.78

13.10

11.99

10.83

8.49

6.36

4.54*

3.12*

2.04*

2.18

1.87

1.55

1.23

0.93

0.65

0.41*

0.02*

1.91

1.56

1.19

0.84

0.52*

0.23*

1.41

0.96

0.53

0.14*

3.23

3.10

2.95

2.77

2.56

2.33

2.09

1.58

1.08

0.63*

0.24*

3.08

2.91

2.72

2.48

2.23

1.95

1.67

1.09

0.55*

0.07*

2.78

2.53

2.26

1.94

1.60

1.24

0.88

0.20*

3.28

2.92

2.53

2.14

1.76

1.40

1.07

0.53*

3.01

2.59

2.15

1.72

1.31

0.94*

0.61*

0.08*

2.48

1.96

1.45

0.96

0.52*

0.13*

4.60

4.46

4.31

4.11

3.87

3.61

3.32

2.71

2.08

1.49

0.97*

0.52*

4.44

4.26

4.06

3.81

3.52

3.20

2.86

2.16

1.48

0.85*

0.32*

4.13

3.87

3.57

3.23

2.84

2.43

2.00

1.16

0.39*

5.46

4.93

4.36

3.76

3.18

2.66

2.20

1.47*

0.94*

5.20

4.62

4.00

3.37

2.77

2.24

1.79*

1.07*

4.70

4.02

3.33

2.65

2.03

1.50*

1.05*

7.78

7.64

7.48

7.30

7.00

6.61

6.19

5.25

4.28

3.36

2.56

1.91*

7.62

7.44

7.23

6.99

6.64

6.20

5.72

4.69

3.67

2.73

1.93*

1.30*

7.32

7.05

6.75

6.40

5.93

5.39

4.82

3.66

2.56

1.61*

0.84*

7.21

6.53

5.79

5.04

4.31

3.65

3.08

2.16

1.48*

0.99*

6.94

6.20

5.42

4.63

3.88

3.22

2.64

1.73*

1.08*

6.42

5.58

4.72

3.88

3.10

2.43*

1.86*

0.99*

10.38

10.24

10.06

9.86

9.62

9.19

8.65

7.44

6.17

4.96

3.89

3.02

10.22

10.02

9.79

9.53

9.22

8.72

8.12

6.81

5.47

4.24

3.17

2.31*

9.89

9.60

9.26

8.88

8.44

7.82

7.11

5.62

4.20

2.94*

1.90*

1.09*

10.73

9.76

8.70

7.63

6.56

5.61

4.78

3.47

2.51

1.80*

1.28*

10.44

9.39

8.29

7.17

6.08

5.12

4.30

2.99

2.05*

1.37*

9.85

8.70

7.50

6.32

5.20

4.23

3.41

2.15*

1.26*

16.01

15.84

15.63

15.39

15.11

14.78

14.31

12.43

10.44

8.54

6.83

5.46

15.82

15.59

15.32

15.01

14.64

14.21

13.64

11.63

9.55

7.61

5.92

4.57

15.45

15.11

14.71

14.25

13.72

13.12

12.37

10.14

7.94

5.98

4.33*

3.04*

2.43

2.14

1.84

1.52

1.21

0.92

0.64

0.18*

2.18

1.84

1.48

1.12

0.78

0.46*

0.18*

1.68

1.25

0.81

0.39

0.01*

4.62

4.53

4.42

4.30

4.17

4.02

3.86

3.50

3.09

2.61

2.05

1.51

4.51

4.38

4.24

4.08

3.91

3.72

3.51

3.04

2.52

1.94

1.32

0.73*

4.28

4.10

3.89

3.65

3.40

3.12

2.82

2.16

1.45

0.71

3.63

3.30

2.94

2.56

2.17

1.80

1.45

0.83*

0.35*

3.37

2.98

2.56

2.13

1.71

1.31

0.94*

0.32*

2.86

2.37

1.85

1.35

0.87

0.43*

0.05*

6.15

5.67

5.13

4.57

3.99

3.42

2.90

2.03

1.36*

0.86*

5.89

5.36

4.77

4.16

3.55

2.96

2.43

1.56*

0.91*

5.40

4.76

4.07

3.39

2.73

2.12

1.58*

0.73*

7.62

7.53

7.43

7.32

7.19

7.04

6.88

6.52

6.08

5.52

4.68

3.86

7.52

7.40

7.26

7.11

6.94

6.75

6.54

6.06

5.51

4.84

3.93

3.07

7.31

7.13

6.93

6.70

6.45

6.17

5.87

5.19

4.42

3.56

2.56

1.67*

8.36

7.76

7.08

6.33

5.55

4.78

4.08

2.93

2.07*

1.43*

0.96*

8.09

7.42

6.68

5.88

5.07

4.28

3.57

2.43

1.59*

0.98*

7.56

6.77

5.93

5.04

4.18

3.37

2.66

1.55*

10.22

10.13

10.03

9.91

9.78

9.63

9.46

9.07

8.60

8.06

7.00

5.93

10.12

9.99

9.86

9.70

9.52

9.33

9.11

8.60

8.00

7.31

6.18

5.07

9.90

9.72

9.51

9.28

9.02

8.73

8.41

7.68

6.85

5.92

4.67

3.51

12.49

11.59

10.58

9.50

8.40

7.31

6.29

4.65

3.43

2.52*

1.84*

1.32*

12.20

11.23

10.15

9.01

7.87

6.75

5.73

4.09

2.89*

2.01*

1.36*

11.62

10.51

9.32

8.08

6.88

5.74

4.71

3.11*

1.95*

15.98

15.88

15.77

15.63

15.48

15.32

15.13

14.68

14.12

13.45

12.28

10.62

15.86

15.73

15.58

15.40

15.20

14.98

14.73

14.14

13.43

12.58

11.27

9.55

15.63

15.43

15.20

14.94

14.65

14.32

13.95

13.10

12.10

10.95

9.41

7.62

(Unsheathed)

(Unsheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

35

Combined Axial and Lateral Loadbearing Stud Tables

30 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

1.69

1.30

0.92

0.57

0.25*

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

30 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

1.30

0.86

0.44

0.06*

0.59

0.06*

2.90

2.66

2.40

2.11

1.80

1.48

1.16

0.55*

0.02*

2.65

2.35

2.02

1.67

1.30

0.93

0.56

2.16

1.74

1.29

0.83

0.36

2.73

2.28

1.82

1.38

0.97

0.61*

0.29*

2.34

1.82

1.31

0.83

0.40*

0.03*

1.59

0.96

0.37*

4.26

4.00

3.70

3.37

3.01

2.64

2.25

1.49

0.80*

0.21*

4.00

3.67

3.30

2.89

2.47

2.03

1.58

0.74*

0.01*

3.48

3.02

2.52

1.98

1.44

0.89

0.37*

4.81

4.17

3.52

2.88

2.31

1.82*

1.40*

0.75*

4.43

3.73

3.04

2.37

1.80*

1.30*

0.89*

3.72

2.92

2.15

1.46*

0.88*

7.49

7.21

6.83

6.39

5.90

5.37

4.82

3.71

2.68

1.82*

1.14*

7.23

6.88

6.42

5.90

5.34

4.74

4.13

2.95

1.90*

1.05*

6.71

6.22

5.62

4.96

4.27

3.57

2.87

1.59*

0.53*

6.38

5.61

4.82

4.03

3.32

2.70

2.17*

1.34*

6.00

5.16

4.31

3.50

2.77

2.15*

1.63*

5.26

4.30

3.38

2.53

1.79*

1.18*

10.06

9.80

9.48

8.94

8.33

7.66

6.96

5.52

4.18

3.02*

2.10*

1.39*

9.78

9.44

9.02

8.39

7.70

6.95

6.18

4.65

3.28

2.13*

1.25*

9.22

8.72

8.13

7.34

6.49

5.62

4.74

3.09*

1.70*

9.68

8.60

7.47

6.34

5.30

4.41

3.65

2.46*

1.61*

9.25

8.08

6.89

5.73

4.68

3.79

3.03*

1.87*

8.42

7.11

5.83

4.62

3.56

2.67*

1.94*

15.53

15.22

14.86

14.44

13.88

12.88

11.81

9.59

7.49

5.64

4.15*

3.02*

15.21

14.81

14.34

13.78

13.10

11.99

10.83

8.49

6.36

4.54*

3.12*

2.04*

14.57

13.99

13.31

12.53

11.61

10.33

9.02

6.54

4.38*

2.65*

1.78

1.40

1.02

0.66

0.33*

0.04*

1.41

0.96

0.53

0.14*

0.69

0.15

3.00

2.81

2.60

2.35

2.07

1.77

1.47

0.86

0.30*

2.78

2.53

2.26

1.94

1.60

1.24

0.88

0.20*

2.34

1.98

1.59

1.15

0.70

0.25

2.87

2.43

1.97

1.52

1.10

0.72*

0.39*

2.48

1.96

1.45

0.96

0.52*

0.13*

1.73

1.10

0.50*

4.36

4.16

3.94

3.67

3.35

3.00

2.64

1.90

1.19

0.56*

0.02*

4.13

3.87

3.57

3.23

2.84

2.43

2.00

1.16

0.39*

3.67

3.29

2.86

2.38

1.87

1.34

0.81

5.08

4.46

3.83

3.18

2.58

2.05

1.59*

0.88*

4.70

4.02

3.33

2.65

2.03

1.50*

1.05*

3.98

3.19

2.41

1.69*

1.06*

0.54*

7.55

7.35

7.11

6.84

6.46

5.99

5.49

4.42

3.38

2.44*

1.64*

1.02*

7.32

7.05

6.75

6.40

5.93

5.39

4.82

3.66

2.56

1.61*

0.84*

6.87

6.48

6.03

5.53

4.93

4.26

3.58

2.26*

1.10*

6.81

6.04

5.24

4.44

3.68

3.01

2.44

1.54*

6.42

5.58

4.72

3.88

3.10

2.43*

1.86*

0.99*

5.67

4.70

3.75

2.86

2.07*

1.41*

0.86*

10.14

9.92

9.66

9.36

9.02

8.49

7.86

6.50

5.14

3.89

2.83*

1.99*

9.89

9.60

9.26

8.88

8.44

7.82

7.11

5.62

4.20

2.94*

1.90*

1.09*

9.41

8.98

8.48

7.93

7.31

6.54

5.70

4.03

2.52*

1.27*

10.29

9.22

8.08

6.95

5.85

4.89

4.06

2.77*

1.84*

9.85

8.70

7.50

6.32

5.20

4.23

3.41

2.15*

1.26*

9.02

7.71

6.40

5.16

4.02

3.06*

2.26*

15.73

15.47

15.17

14.82

14.41

13.93

13.32

11.24

9.13

7.18

5.50

4.17*

15.45

15.11

14.71

14.25

13.72

13.12

12.37

10.14

7.94

5.98

4.33*

3.04*

14.89

14.40

13.81

13.15

12.40

11.57

10.61

8.12

5.83

3.87*

2.31*

2.05

1.68

1.31

0.93

0.58

0.25*

1.68

1.25

0.81

0.39

0.01*

0.99

0.43

4.45

4.31

4.15

3.98

3.78

3.57

3.33

2.82

2.25

1.62

0.97

0.37*

4.28

4.10

3.89

3.65

3.40

3.12

2.82

2.16

1.45

0.71

3.94

3.67

3.36

3.02

2.64

2.24

1.82

0.91

3.24

2.82

2.38

1.93

1.49

1.08

0.70*

0.08*

2.86

2.37

1.85

1.35

0.87

0.43*

0.05*

2.13

1.51

0.88

0.30*

5.77

5.20

4.59

3.96

3.33

2.74

2.20

1.34*

0.70*

5.40

4.76

4.07

3.39

2.73

2.12

1.58*

0.73*

4.69

3.91

3.11

2.35

1.65*

1.02*

0.49*

7.46

7.33

7.18

7.01

6.82

6.61

6.37

5.84

5.23

4.51

3.57

2.70

7.31

7.13

6.93

6.70

6.45

6.17

5.87

5.19

4.42

3.56

2.56

1.67*

6.99

6.73

6.43

6.10

5.73

5.33

4.89

3.94

2.91

1.83*

0.75*

7.96

7.26

6.49

5.67

4.84

4.04

3.33

2.20*

1.37*

7.56

6.77

5.93

5.04

4.18

3.37

2.66

1.55*

6.80

5.85

4.87

3.90

2.99

2.18*

1.48*

10.06

9.93

9.77

9.59

9.40

9.17

8.93

8.37

7.71

6.95

5.79

4.66

9.90

9.72

9.51

9.28

9.02

8.73

8.41

7.68

6.85

5.92

4.67

3.51

9.58

9.31

9.00

8.66

8.27

7.85

7.39

6.36

5.23

4.02

2.66*

1.45*

12.05

11.04

9.94

8.77

7.61

6.49

5.47

3.83

2.64*

1.78*

11.62

10.51

9.32

8.08

6.88

5.74

4.71

3.11*

1.95*

10.77

9.49

8.15

6.81

5.54

4.39

3.38*

1.83*

15.80

15.65

15.48

15.29

15.06

14.81

14.53

13.88

13.09

12.16

10.79

9.04

15.63

15.43

15.20

14.94

14.65

14.32

13.95

13.10

12.10

10.95

9.41

7.62

15.28

14.98

14.64

14.25

13.82

13.34

12.81

11.60

10.22

8.70

6.93

5.07*

(Unsheathed)

(Unsheathed)

Canadian Sheet Steel Building Institute

36

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

40 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

40 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

1.30

0.86

0.44

0.06*

0.82

0.32

2.65

2.35

2.02

1.67

1.30

0.93

0.56

2.32

1.94

1.53

1.10

0.66

0.23

1.68

1.15

0.60

0.04

2.34

1.82

1.31

0.83

0.40*

0.03*

1.83

1.24

0.67

0.16*

0.89

0.18*

4.00

3.67

3.30

2.89

2.47

2.03

1.58

0.74*

0.01*

3.65

3.23

2.77

2.28

1.77

1.26

0.76

2.97

2.39

1.77

1.12

0.48

4.43

3.73

3.04

2.37

1.80*

1.30*

0.89*

3.95

3.18

2.44

1.75*

1.17*

0.68*

3.05

2.16

1.35*

0.65*

7.23

6.88

6.42

5.90

5.34

4.74

4.13

2.95

1.90*

1.05*

6.88

6.44

5.88

5.27

4.62

3.95

3.28

2.02*

0.96*

6.20

5.58

4.85

4.07

3.27

2.48

1.72*

0.38*

6.00

5.16

4.31

3.50

2.77

2.15*

1.63*

5.50

4.58

3.68

2.84

2.11*

1.49*

0.98*

4.55

3.51

2.53

1.65*

0.92*

9.78

9.44

9.02

8.39

7.70

6.95

6.18

4.65

3.28

2.13*

1.25*

9.41

8.96

8.42

7.69

6.89

6.05

5.20

3.59

2.20*

1.09*

8.67

8.02

7.27

6.34

5.37

4.38

3.43

1.71*

0.32*

9.25

8.08

6.89

5.73

4.68

3.79

3.03*

1.87*

8.69

7.43

6.17

4.98

3.92

3.03*

2.29*

7.62

6.21

4.85

3.62

2.56*

1.69*

15.21

14.81

14.34

13.78

13.10

11.99

10.83

8.49

6.36

4.54*

3.12*

2.04*

14.78

14.26

13.65

12.94

12.09

10.87

9.61

7.16

5.01

3.25*

1.90*

13.95

13.19

12.31

11.32

10.20

8.78

7.38

4.80*

2.66*

1.41

0.96

0.53

0.14*

0.93

0.41

0.03

2.78

2.53

2.26

1.94

1.60

1.24

0.88

0.20*

2.49

2.17

1.81

1.41

0.99

0.57

0.16

1.91

1.45

0.94

0.41

2.48

1.96

1.45

0.96

0.52*

0.13*

1.98

1.38

0.80

0.28*

1.03

0.31*

4.13

3.87

3.57

3.23

2.84

2.43

2.00

1.16

0.39*

3.82

3.48

3.09

2.66

2.18

1.69

1.20

0.25*

3.22

2.72

2.17

1.57

0.95

0.32

4.70

4.02

3.33

2.65

2.03

1.50*

1.05*

4.22

3.46

2.71

2.00

1.37*

0.84*

3.30

2.41

1.58*

0.83*

0.21*

7.32

7.05

6.75

6.40

5.93

5.39

4.82

3.66

2.56

1.61*

0.84*

7.02

6.67

6.27

5.81

5.25

4.63

3.98

2.71

1.57*

0.62*

6.42

5.91

5.33

4.70

3.97

3.20

2.43

1.01*

6.42

5.58

4.72

3.88

3.10

2.43*

1.86*

0.99*

5.91

4.99

4.06

3.18

2.40*

1.73*

1.17*

4.95

3.88

2.86

1.94*

1.15*

9.89

9.60

9.26

8.88

8.44

7.82

7.11

5.62

4.20

2.94*

1.90*

1.09*

9.57

9.18

8.74

8.24

7.68

6.95

6.15

4.54

3.06*

1.80*

0.79*

8.92

8.36

7.72

7.01

6.24

5.34

4.39

2.59*

1.04*

9.85

8.70

7.50

6.32

5.20

4.23

3.41

2.15*

1.26*

9.29

8.03

6.76

5.53

4.40

3.44

2.63*

1.40*

8.21

6.78

5.39

4.10

2.97*

2.02*

1.25*

15.45

15.11

14.71

14.25

13.72

13.12

12.37

10.14

7.94

5.98

4.33*

3.04*

15.08

14.63

14.11

13.51

12.83

12.07

11.18

8.77

6.50

4.54*

2.94*

1.71*

14.34

13.69

12.93

12.08

11.13

10.10

8.97

6.31

3.96*

2.04*

1.68

1.25

0.81

0.39

0.01*

1.21

0.70

0.20

0.33

4.28

4.10

3.89

3.65

3.40

3.12

2.82

2.16

1.45

0.71

4.06

3.81

3.53

3.23

2.89

2.53

2.14

1.32

0.45

3.61

3.24

2.84

2.39

1.91

1.39

0.85

2.86

2.37

1.85

1.35

0.87

0.43*

0.05*

2.37

1.79

1.20

0.63

0.12*

1.44

0.71

5.40

4.76

4.07

3.39

2.73

2.12

1.58*

0.73*

4.92

4.19

3.43

2.68

1.99*

1.37*

0.84*

4.01

3.11

2.23

1.41*

0.68*

0.06*

7.31

7.13

6.93

6.70

6.45

6.17

5.87

5.19

4.42

3.56

2.56

1.67*

7.09

6.86

6.59

6.30

5.97

5.61

5.21

4.35

3.40

2.38

1.33*

0.41*

6.68

6.33

5.93

5.50

5.02

4.50

3.94

2.75

1.51*

0.26*

7.56

6.77

5.93

5.04

4.18

3.37

2.66

1.55*

7.05

6.15

5.22

4.27

3.37

2.56*

1.85*

0.78*

6.06

4.98

3.90

2.87

1.93*

1.12*

0.44*

9.90

9.72

9.51

9.28

9.02

8.73

8.41

7.68

6.85

5.92

4.67

3.51

9.69

9.45

9.17

8.86

8.52

8.14

7.73

6.80

5.75

4.63

3.30

2.11*

9.26

8.90

8.49

8.04

7.54

6.99

6.40

5.11

3.72

2.29*

0.86*

11.62

10.51

9.32

8.08

6.88

5.74

4.71

3.11*

1.95*

11.05

9.83

8.53

7.22

5.97

4.82

3.80

2.24*

9.96

8.53

7.06

5.64

4.34

3.18*

2.20*

15.63

15.43

15.20

14.94

14.65

14.32

13.95

13.10

12.10

10.95

9.41

7.62

15.39

15.13

14.82

14.48

14.09

13.66

13.18

12.09

10.83

9.42

7.73

5.88

14.93

14.53

14.08

13.57

13.00

12.38

11.69

10.16

8.45

6.65

4.71*

2.83*

(Unsheathed)

(Unsheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

37

Combined Axial and Lateral Loadbearing Stud Tables

50 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

0.94

0.45

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

50 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

0.37

2.40

2.04

1.65

1.24

0.82

0.40

0.00*

2.00

1.54

1.06

0.56

0.06

1.21

0.58

1.96

1.38

0.83

0.32*

1.35

0.69

0.08*

0.23

3.74

3.34

2.90

2.43

1.94

1.45

0.96

0.06*

3.31

2.81

2.26

1.69

1.11

0.54

2.47

1.78

1.05

0.30

4.07

3.32

2.58

1.90*

1.32*

0.83*

3.49

2.66

1.88*

1.18*

0.60*

2.41

1.46*

0.61*

6.97

6.55

6.01

5.43

4.79

4.14

3.48

2.24*

1.19*

6.54

6.01

5.36

4.66

3.93

3.19

2.48

1.17*

5.70

4.95

4.11

3.22

2.33

1.47*

0.66*

5.62

4.72

3.83

3.00

2.27*

1.65*

1.13*

5.02

4.03

3.09

2.23*

1.49*

0.88*

3.88

2.76

1.74*

0.86*

9.50

9.08

8.57

7.86

7.09

6.27

5.44

3.85

2.46*

1.34*

9.04

8.49

7.84

7.00

6.11

5.20

4.29

2.61*

1.22*

8.13

7.34

6.44

5.38

4.30

3.23

2.22*

0.44*

8.83

7.59

6.35

5.16

4.10

3.21*

2.47*

1.33*

8.15

6.81

5.49

4.28

3.22*

2.33*

1.61*

6.86

5.35

3.94

2.69*

1.64*

14.89

14.40

13.82

13.15

12.34

11.14

9.90

7.48

5.33

3.56*

2.19*

14.36

13.72

12.97

12.12

11.13

9.80

8.46

5.93

3.79*

2.08*

13.33

12.40

11.34

10.17

8.87

7.34

5.86

3.22*

1.11*

1.04

0.55

0.08*

0.47

2.56

2.26

1.92

1.54

1.14

0.74

0.33

2.20

1.80

1.37

0.90

0.42

1.49

0.92

0.32

2.10

1.52

0.96

0.44*

1.50

0.83

0.21*

0.37

3.90

3.57

3.21

2.80

2.34

1.87

1.39

0.47*

3.52

3.09

2.62

2.11

1.55

0.99

0.44

2.77

2.16

1.49

0.79

0.07

4.34

3.59

2.86

2.16

1.53*

1.00*

0.56*

3.75

2.92

2.13

1.40*

0.77*

2.65

1.69*

0.81*

0.05*

7.09

6.76

6.38

5.96

5.42

4.82

4.19

2.94

1.80*

0.86*

6.72

6.29

5.79

5.25

4.60

3.90

3.19

1.83*

0.66*

5.98

5.35

4.65

3.89

3.05

2.20

1.36*

6.04

5.13

4.22

3.35

2.57

1.90*

1.34*

5.42

4.42

3.44

2.54*

1.75*

1.09*

4.26

3.11

2.04*

1.10*

0.32*

9.65

9.29

8.87

8.40

7.87

7.17

6.39

4.80

3.33*

2.07*

1.06*

9.24

8.77

8.23

7.62

6.95

6.13

5.25

3.53

2.01*

0.76*

8.44

7.75

6.98

6.13

5.22

4.20

3.17

1.27*

9.43

8.20

6.94

5.72

4.59

3.63

2.82*

1.58*

8.74

7.40

6.05

4.79

3.66

2.70*

1.91*

7.44

5.90

4.44

3.13*

2.00*

1.08*

15.17

14.75

14.26

13.70

13.05

12.33

11.47

9.10

6.85

4.89*

3.28*

2.03*

14.71

14.16

13.52

12.79

11.97

11.07

10.05

7.50

5.18

3.24*

1.70*

13.80

12.99

12.07

11.04

9.92

8.72

7.43

4.65*

2.27*

1.33

0.83

0.35

0.76

0.18

4.11

3.88

3.62

3.33

3.02

2.68

2.31

1.52

0.69

3.83

3.53

3.18

2.81

2.40

1.96

1.49

0.51

3.28

2.82

2.32

1.77

1.19

0.57

2.49

1.93

1.36

0.81

0.30*

1.90

1.23

0.58

0.78

5.04

4.33

3.58

2.85

2.17

1.55*

1.02*

4.46

3.64

2.81

2.03

1.31*

0.69*

3.36

2.36

1.41*

0.55*

7.15

6.93

6.68

6.40

6.09

5.75

5.38

4.56

3.65

2.67

1.63*

0.71*

6.88

6.59

6.26

5.90

5.49

5.05

4.57

3.54

2.43

1.29*

0.19*

6.36

5.93

5.44

4.91

4.32

3.69

3.03

1.63

0.19*

7.18

6.31

5.39

4.46

3.57

2.75

2.05*

0.96*

6.55

5.56

4.54

3.55

2.63*

1.81*

1.12*

5.35

4.16

3.00

1.91*

0.96*

0.16*

9.74

9.51

9.26

8.97

8.64

8.29

7.90

7.01

6.02

4.95

3.64

2.44*

9.47

9.17

8.83

8.45

8.03

7.56

7.06

5.94

4.71

3.43

2.04*

0.83*

8.94

8.49

7.99

7.43

6.82

6.15

5.44

3.90

2.30*

0.70*

11.19

10.00

8.72

7.43

6.19

5.04

4.02

2.44*

1.33*

10.50

9.17

7.78

6.41

5.13

3.97

2.97*

1.45*

9.17

7.60

6.04

4.56

3.24*

2.09*

1.13*

15.45

15.20

14.92

14.59

14.23

13.82

13.37

12.34

11.14

9.80

8.13

6.30

15.16

14.83

14.45

14.02

13.55

13.01

12.43

11.11

9.62

8.00

6.17

4.30*

14.58

14.08

13.52

12.90

12.20

11.43

10.60

8.77

6.79

4.75*

2.68*

0.80*

(Unsheathed)

(Unsheathed)

Canadian Sheet Steel Building Institute

38

Combined Axial and Lateral Loadbearing Stud Tables Maximum factored axial compressive resistance per stud (kips)

60 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

60 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97 43 54 68 97

800S162-(mils)

0.59

0.06*

2.16

1.74

1.29

0.83

0.36

1.68

1.15

0.60

0.04

0.75

0.03

1.59

0.96

0.37*

0.89

0.18*

3.48

3.02

2.52

1.98

1.44

0.89

0.37*

2.97

2.39

1.77

1.12

0.48

1.97

1.18

0.35

3.72

2.92

2.15

1.46*

0.88*

3.05

2.16

1.35*

0.65*

1.80

0.79*

6.71

6.22

5.62

4.96

4.27

3.57

2.87

1.59*

0.53*

6.20

5.58

4.85

4.07

3.27

2.48

1.72*

0.38*

5.20

4.34

3.38

2.40

1.44*

0.52*

5.26

4.30

3.38

2.53

1.79*

1.18*

4.55

3.51

2.53

1.65*

0.92*

3.24

2.05*

1.00*

0.11*

9.22

8.72

8.13

7.34

6.49

5.62

4.74

3.09*

1.70*

8.67

8.02

7.27

6.34

5.37

4.38

3.43

1.71*

0.32*

7.59

6.66

5.63

4.46

3.28

2.14*

1.08*

8.42

7.11

5.83

4.62

3.56

2.67*

1.94*

7.62

6.21

4.85

3.62

2.56*

1.69*

6.12

4.53

3.08*

1.83*

0.80*

14.57

13.99

13.31

12.53

11.61

10.33

9.02

6.54

4.38*

2.65*

13.95

13.19

12.31

11.32

10.20

8.78

7.38

4.80*

2.66*

12.72

11.62

10.39

9.05

7.61

5.98

4.44*

1.76*

0.69

0.15

0.03

2.34

1.98

1.59

1.15

0.70

0.25

1.91

1.45

0.94

0.41

1.07

0.41

1.73

1.10

0.50*

1.03

0.31*

3.67

3.29

2.86

2.38

1.87

1.34

0.81

3.22

2.72

2.17

1.57

0.95

0.32

2.32

1.61

0.84

0.04

3.98

3.19

2.41

1.69*

1.06*

0.54*

3.30

2.41

1.58*

0.83*

0.21*

2.03

1.01*

0.09*

6.87

6.48

6.03

5.53

4.93

4.26

3.58

2.26*

1.10*

6.42

5.91

5.33

4.70

3.97

3.20

2.43

1.01*

5.54

4.80

3.98

3.11

2.18

1.25*

0.36*

5.67

4.70

3.75

2.86

2.07*

1.41*

0.86*

4.95

3.88

2.86

1.94*

1.15*

3.60

2.38*

1.27*

0.32*

9.41

8.98

8.48

7.93

7.31

6.54

5.70

4.03

2.52*

1.27*

8.92

8.36

7.72

7.01

6.24

5.34

4.39

2.59*

1.04*

7.97

7.16

6.25

5.27

4.23

3.12

2.02*

0.05*

9.02

7.71

6.40

5.16

4.02

3.06*

2.26*

8.21

6.78

5.39

4.10

2.97*

2.02*

1.25*

6.69

5.07

3.56*

2.23*

1.11*

14.89

14.40

13.81

13.15

12.40

11.57

10.61

8.12

5.83

3.87*

2.31*

14.34

13.69

12.93

12.08

11.13

10.10

8.97

6.31

3.96*

2.04*

13.26

12.30

11.22

10.03

8.74

7.40

5.99

3.10*

0.72*

0.99

0.43

0.33

3.94

3.67

3.36

3.02

2.64

2.24

1.82

0.91

3.61

3.24

2.84

2.39

1.91

1.39

0.85

2.94

2.41

1.81

1.17

0.48

2.13

1.51

0.88

0.30*

1.44

0.71

0.15

4.69

3.91

3.11

2.35

1.65*

1.02*

0.49*

4.01

3.11

2.23

1.41*

0.68*

0.06*

2.72

1.64

0.64*

6.99

6.73

6.43

6.10

5.73

5.33

4.89

3.94

2.91

1.83*

0.75*

6.68

6.33

5.93

5.50

5.02

4.50

3.94

2.75

1.51*

0.26*

6.05

5.54

4.96

4.32

3.64

2.90

2.14

0.55*

6.80

5.85

4.87

3.90

2.99

2.18*

1.48*

6.06

4.98

3.90

2.87

1.93*

1.12*

0.44*

4.66

3.37

2.14*

1.02*

0.07*

9.58

9.31

9.00

8.66

8.27

7.85

7.39

6.36

5.23

4.02

2.66*

1.45*

9.26

8.90

8.49

8.04

7.54

6.99

6.40

5.11

3.72

2.29*

0.86*

8.62

8.09

7.49

6.83

6.10

5.32

4.50

2.75

0.96*

10.77

9.49

8.15

6.81

5.54

4.39

3.38*

1.83*

9.96

8.53

7.06

5.64

4.34

3.18*

2.20*

8.40

6.72

5.07

3.55*

2.21*

1.08*

15.28

14.98

14.64

14.25

13.82

13.34

12.81

11.60

10.22

8.70

6.93

5.07*

14.93

14.53

14.08

13.57

13.00

12.38

11.69

10.16

8.45

6.65

4.71*

2.83*

14.23

13.64

12.97

12.23

11.40

10.50

9.53

7.43

5.21

2.97*

0.81*

(Unsheathed)

(Unsheathed)

Maximum factored axial compressive resistance per stud (kips)

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

39

Combined Axial and Lateral Loadbearing Stud Tables

70 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

350S162-(mils) 362S162-(mils)

33 43 54 68 97 33 43 54 68 97 33 43 54 68 97

400S162-(mils)

70 psf Factored Lateral Load

WallHeight (ft)

Spacing(in) o.c.

8

9

10

11

12

13

14

16

18

20

22

24

121624121624121624121624121624121624121624121624121624121624121624121624

550S162-(mils) 600S162-(mils)

33 43 54 68 97 33 43 54 68 97

800S162-(mils)

43 54 68 97

0.26

1.92

1.45

0.94

0.43

1.36

0.77

0.15

0.29

1.23

0.56

0.45

3.22

2.70

2.14

1.55

0.95

0.36

2.63

1.98

1.28

0.57

1.49

0.59

3.38

2.53

1.74*

1.04*

0.46*

2.62

1.69*

0.85*

0.15*

1.21*

0.16*

6.46

5.90

5.23

4.51

3.76

3.01

2.28*

0.97*

5.87

5.16

4.35

3.50

2.64

1.80*

1.01*

4.71

3.74

2.68

1.62

0.58*

4.90

3.90

2.94

2.08*

1.35*

0.74*

4.10

3.01

2.00*

1.12*

2.62

1.38*

0.30*

8.95

8.37

7.70

6.83

5.92

4.99

4.07

2.38*

0.99*

8.31

7.56

6.71

5.69

4.65

3.61

2.61*

0.85*

7.06

6.00

4.84

3.57

2.31*

1.11*

0.02*

8.01

6.65

5.33

4.11

3.05*

2.17*

1.45*

7.11

5.63

4.24

2.99*

1.94*

1.09*

5.41

3.76

2.27*

1.02*

14.26

13.59

12.81

11.92

10.89

9.54

8.19

5.64

3.50*

1.80*

13.53

12.66

11.66

10.55

9.31

7.81

6.36

3.73*

1.61*

12.11

10.86

9.47

7.97

6.39

4.69

3.11*

0.40*

0.36

2.13

1.71

1.26

0.77

0.28

1.63

1.10

0.52

0.66

1.38

0.70

0.06*

0.59

3.44

3.00

2.51

1.97

1.40

0.82

0.26*

2.92

2.34

1.72

1.05

0.36

1.89

1.07

0.20

3.64

2.79

1.99

1.25*

0.62*

2.87

1.93

1.06*

0.31*

1.44*

0.36*

6.64

6.19

5.68

5.11

4.44

3.72

3.00

1.62*

0.44*

6.12

5.53

4.87

4.16

3.35

2.52

1.71*

0.23*

5.10

4.26

3.33

2.36

1.34*

0.34*

5.30

4.28

3.30

2.39*

1.60*

0.94*

4.49

3.36

2.31*

1.37*

0.59*

2.97

1.68*

0.54*

9.16

8.67

8.10

7.47

6.77

5.93

5.03

3.29

1.76*

0.52*

8.60

7.96

7.23

6.42

5.55

4.57

3.57

1.70*

0.14*

7.50

6.57

5.54

4.43

3.28

2.08*

0.93*

8.61

7.24

5.89

4.62

3.48*

2.53*

1.74*

7.69

6.19

4.75

3.45*

2.32*

1.39*

5.97

4.27

2.72*

1.38*

14.62

14.04

13.37

12.61

11.76

10.82

9.77

7.20

4.87*

2.93*

1.40*

13.98

13.22

12.36

11.38

10.32

9.17

7.94

5.19

2.82*

0.93*

12.72

11.62

10.39

9.05

7.61

6.13

4.62

1.65*

0.65

0.05

3.78

3.46

3.10

2.70

2.27

1.81

1.33

0.31

3.39

2.96

2.49

1.98

1.43

0.84

0.23

2.61

1.99

1.31

0.57

1.78

1.10

0.43

1.00

0.20

4.35

3.51

2.66

1.87*

1.15*

0.53*

3.57

2.61

1.68*

0.83*

0.09*

2.12

0.96*

6.83

6.53

6.18

5.80

5.37

4.91

4.41

3.34

2.19

1.03*

6.47

6.06

5.61

5.10

4.55

3.96

3.33

2.00

0.62*

5.74

5.14

4.48

3.75

2.96

2.13

1.27

6.43

5.41

4.38

3.37

2.45*

1.63*

0.95*

5.58

4.43

3.29

2.22*

1.28*

0.47*

4.00

2.62

1.33*

0.19*

9.42

9.10

8.75

8.35

7.90

7.42

6.89

5.73

4.46

3.14

1.74*

0.52*

9.04

8.63

8.16

7.63

7.06

6.43

5.75

4.30

2.76

1.22*

8.30

7.69

6.99

6.23

5.40

4.51

3.58

1.64

10.36

9.00

7.60

6.22

4.93

3.77*

2.77*

1.26*

9.43

7.91

6.37

4.91

3.59*

2.44*

1.48*

7.66

5.86

4.15

2.59*

1.25*

15.10

14.75

14.36

13.91

13.41

12.85

12.24

10.87

9.32

7.65

5.79

3.92*

14.69

14.23

13.71

13.12

12.46

11.74

10.96

9.23

7.33

5.37

3.34*

1.46*

13.88

13.20

12.42

11.56

10.61

9.59

8.49

6.14

3.70*

1.29*

(Unsheathed)

(Unsheathed)

Canadian Sheet Steel Building Institute

40

Floor Joist Load Tables

Span

600S162-43

Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in)

600S162-54 600S162-68 600S162-97 800S162-43 800S162-54 800S162-68 800S162-97

(ft) 12 16 24

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

425468312295239197189139153101126

76106

5890467837683060255321471742153813351132

9

318351234221179148142104115

7695578044683458285122451840153513321129

926

824

7

212234156147119

9994697651633853294523391834153012261024

921

719

617

516

5

••

568364435244343171278125230

94193

72165

57142

45124

37109

30962586217718701663135712531048

9

579433426273326183257128209

94172

70145

54123

43106

34932881237219641658145212471043

939

836

7

386289284182217122172

86139

62115

47973682287123621854154813431139

935

832

729

626

524

5

••••

551300435211352154291116245

89209

70180

56157

46138

38122

31109

269822881980177314671361115610

••

540336413225326158264115218

87184

67156

52135

42117

34103

2891238220731766146012551150

946

842

7

490356360224275150218105176

77146

58122

44104

35902878236919611654134911441040

836

733

631

628

5

••••••

592287480209397157333121284

95245

76213

62187

51166

43148

36133

31120

26109

239920911783157713711266116110

••••

562307444215360157297118250

91213

71184

57160

47141

38125

32111

27100

2390208217741568136211581053

949

846

7

••

490305375204296144240105198

79167

61142

48122

38107

31942683217418661560135411501045

942

838

735

633

531

5

448905384570315382249268202196167147140113119

89103

719058794870406234562950244621421838163514321330112810

336679288428236286187201151147125110105

8590677753674359365230472542213818341631142912261124

922

821

7

224453192285158191125134101

988373705760445136452939243520311728142512231121

919

818

716

615

614

5

••••••

455333368243305182256141218111188

89164

72144

59127

49114

42102

359230842676237020641859165514511247114410

••••

432356341250276182228137192105164

83141

66123

54108

44963785317727692363205717521548134412411038

935

833

7

445562376354288237227167184121152

91128

70109

55944482367230642557215118461542133811351032

929

827

725

623

622

5

••••••••

499308412231346178295140255112222

91195

75173

63154

53138

45125

38113

33103

2994258722802074176816641459135511521049

9

••••••

462316374231309173260133221105191

84166

68146

56129

47115

40104

3494298525772271196517601555135112481144

942

939

837

7

••

509448390300308211249154206116173

89148

70127

56111

46973886317726692262195717521447134311401037

934

832

730

628

626

524

5

••••••••••

602318506245431193372154324126285103252

86225

73202

62182

53165

46151

40138

35126

31117

27108

24100

229319871781167614711367126311

••••••••

546318452239379184323145279116243

94213

78189

65169

54151

46137

40124

34113

30103

2695238720811875167014651361125711531050

947

8

••••••

450291364212301159253123216

96186

77162

63142

52126

43112

36101

3191268323752069176315581454125011461043

940

838

736

633

632

5

Uniformly distributed single span load (psf )

Note: • Strength loads are Factored. • Deflection loads are Specified.

41

Span

800S200-43

Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in)

800S200-54 800S200-68 800S200-97 800S250-43 800S250-54 800S250-68 800S250-97

(ft) 12 16 24

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

4481070384674336452298317256231211174178134151105130

84114

69100

5688477940713464295825532248194417411538133512331130

9

336803288506252339224238192173158130133100113

79986385517542663559305325482243194016361433133111281026

924

823

7

224535192337168226149159128116106

8789677653654257345028442439203517321429122611241022

820

719

718

616

515

5

••••••••

449287371215312166266130229104200

85175

70155

58139

49124

42112

36102

319327852478217218661662155713531250114710

••••

501420416295337215278162234124199

98172

78150

64132

52117

44104

37933184277623702064185816541450124611431040

937

835

7

445664382418334280277197225143186108156

83133

65115

52100

4288357829692562215618511546134212391036

933

831

729

727

625

523

5

••••••••••

494267415205354162305129266105233

87207

72184

61166

52149

44136

38123

33113

29104

26962388208218761671156613621258115510

••••••••

448266370200311154265121229

97199

79175

65155

54138

46124

39112

33102

2993258522781972176615611457125311501047

944

841

7

••••

467347369244299178247133208103177

81152

65133

53117

43103

3692308326752268196217561552134811441041

938

836

733

731

629

527

5

••••••••••••

584283497222429178373145328119291

99259

84233

71210

61191

53174

46159

40146

35134

31124

28115

25107

22100

2093188716821577147312

••••••••••

521275438212373167322134280109246

89218

75195

63175

53158

46143

40130

34119

30109

27101

239321861980177515701466126211581055

9

••••••

519335420244347184292141249111214

89187

72164

60145

50130

42116

36105

3195268723792073186716621458125411501047

944

841

739

736

6

4481230

384773336518298364269265225199189153161121139

97121

79106

6594548445753968336229562551224719431740153713351232113010

336920288580252388224273201199168149142115121

90104

72915980497140633456295125462142193916351433133011281026

924

823

7

224614192386168259149182134133112100

947780606948603953324727422338193417311428122611241022

820

819

717

616

515

5

••••••••

497330411248345191294150253120221

98194

80172

67153

57138

48124

41113

36103

31942786247921731968176315591455125211491046

9

••••••

445339373247308186259143220113190

90166

73146

60129

50115

42103

36933184277723702065186016551451134811441041

939

836

834

7

445763382481334322297226248165205124173

95147

75127

60110

49974086347728692462215618511547144312401137

934

832

830

728

626

624

523

5

••••••••••

535310450239383188330150288122253101224

84200

71179

60162

52147

45134

39122

34112

30104

26962389218319771772156714631359115610

••••••••

486309402232337179287141248113216

92190

76168

63150

53135

45121

39110

33100

2992258422782072186716621458135411511047

945

942

8

••••

506403400283324206268155225119192

94165

75144

61127

50112

42100

3590308126732267196117561552134812441041

939

836

834

732

630

628

5

••••••••••••••

575259496208432169379139336116300

98269

83243

71220

62201

54184

47169

41155

36144

32133

29124

26116

23108

21101

19951789168415

••••••••••

602321506247431195372156324127285104252

87225

73202

62182

53165

46151

40138

35126

31117

27108

24100

229319871881167614711367126311

••••••••

486285401214337165287130248104216

84190

70168

58150

49135

42121

36110

31100

2792238421781872166714621358125411511047

945

842

7

Floor Joist Load Tables Uniformly distributed single span load (psf )

Note: • Strength loads are Factored. • Deflection loads are Specified.

1000S162-97

Spacing (in)

12 16 24

••••••••

500270436219383181339151303127272108245

93222

80203

70185

61170

54157

47145

42135

38125

34117

30109

27102

259623902185198017761672156813

••••••

435253375202327164287136255113227

95204

81184

69167

60152

52139

46128

40118

36109

32101

2894258723822177197217681564146013571254115110

490370405278341214290168250135218110192

90170

75151

63136

54123

46111

40101

359330852778247321671963175815541451124811451042

940

938

836

734

7

1000S162-54

Spacing (in)

12 16 24

424406386305327235279185240148209120184

99163

83145

70131

59118

51107

44973889338229752670236521601856175215491446124311411038

9

318305289229245176209139180111157

90138

74122

62109

52984488388033732967256122571952174815451442123911371035

932

831

829

7

1000S162-68

Spacing (in)

12 16 24

••••

449301382237330189287154252127224106199

89179

76162

65147

56134

49122

43112

38103

3396308926822477217219671763165914561353125011471045

9

485390401293337226287177247142215116189

95168

79150

67134

57121

49110

42100

3792328428782572226620621858165414501347124511421040

937

835

834

7

323260267195224150191118165

95144

77126

63112

53100

4590388132732867246121561952174815441341123811361034

932

830

728

726

625

624

522

5

1000S200-54

Spacing (in)

12 16 24

424465386349354269302211261169227138200113177

95158

80142

68128

58116

50106

4497388934823076267024652161195717531650144713441242113910

318348289262265202227159196127170103150

85133

71118

60106

519644873879337229672561225720531849164614431340123711351033

931

830

7

212232193175177134151106130

85114

69100

57884779407134642958255322481944174115381335123311301028

927

825

723

622

621

520

5

1000S200-68

Spacing (in)

12 16 24

••••

504343429270370216323176283145251121224102201

86181

74165

64150

56137

49126

43116

38107

34100

3093278624812276207118671663155914561353125011

••

450334378257322202278162242132213109188

91168

76151

65136

56123

48112

42103

37943287288125752369206518601657155314501247114410421040

938

8

363296300223252172215135185108161

88142

72126

60112

51101

4391378232752869246321581954175015461443124011381035

933

831

830

728

627

625

5

1000S200-97

Spacing (in)

12 16 24

••••••••••

499250438206388172346145311123281105254

91232

79212

69195

61180

54166

48154

43143

38133

35125

31117

28110

26103

2397219220871882177815

••••••

498288429231374187329154291129260108233

92210

79191

68174

59159

52146

46135

40124

36115

32107

29100

26942388218219771873166915651461125812

••

464317390244332192286154249125219103194

86173

72155

61140

53127

46116

40106

3597319027832477217219671762165814551352124911461043

941

839

8

Canadian Sheet Steel Building Institute

42

Span

(ft)

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

212203193153164117139

92120

74105

6092508241733565305925532249194517411538133512321030

928

826

825

723

622

620

519

5

Floor Joist Load Tables Uniformly distributed single span load (psf )

Note: • Strength loads are Factored. • Deflection loads are Specified.

43

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

1000S250-97

Spacing (in)

12 16 24

••••••••••

590288518237459198409167367142332122301105274

91251

80230

70212

62196

55182

49169

44158

40147

36138

33130

30122

27115

25108

23102

2197199218

••••••••

508266442216389178344148307125276106249

91226

79206

69188

60173

53159

47147

42136

37127

33118

30111

27104

249722912086198117771673146913

••••

461281392221338177295144259119230

99205

83184

71166

61150

53137

46125

40115

35106

3198289125852279207418691665156114571254115110481046

9

1000S250-54

Spacing (in)

12 16 24

424560386421354324326255303204272166239137212114189

96170

82153

70139

60127

53116

46106

4198369132842878267323682164196017561653145013471245114210

318420289316265243245191227153204124179103159

85142

72127

61115

53104

459539873580307327682463215919551751164814451342124011371035

934

832

8

1000S250-68

Spacing (in)

12 16 24

••••••••

447256390208342171303143271120243102219

88199

76181

66166

58152

51140

45130

40120

36112

32104

29972691248621802076187216681564146113

••••

457304389239335192292156257128227107203

90182

77164

66149

57136

49124

43114

38105

349730902784247822731968186416601557135412511148104610

427351362264304203259160224128195104171

86152

71135

60121

51110

44993891338329762570226520601856165214491346124311401038

936

834

832

730

6

1000S300-54

Spacing (in)

12 16 24

424594386446354343326270303216276176242145215121191102172

87155

74141

64128

56117

49108

4399389234853079277424692265206118571754155114481345124311

318445289334265258245203227162207132182109161

91144

76129

65116

56106

4896428837813274286925642359205518521648154514431240113810361034

932

8

212297193223177172163135152108138

88121

72107

609651864378377032642859245421501946174315401437123411321030

928

827

825

724

623

621

5

1000S300-68

Spacing (in)

12 16 24

••••••••

453275395224347185307154274130246110222

94201

82183

71168

62154

55142

48131

43122

38113

34106

31992892258723822177197218691665156114

••••

462328394258340207296168260138230115206

97184

83166

71151

61138

53126

47116

41107

369932912985267923742169196517611658145413511249114610

427378367284308219263172226138197112173

92154

77137

65123

55111

47101

41923584317727712466226119571753154914461343124111381036

934

832

731

7

1000S300-97

Spacing (in)

12 16 24

••••••••••••

549264486220434185389158351135319117290102266

89244

78225

69208

62193

55179

49167

44156

40146

36137

33129

30122

28115

25108

23103

219720

••••••••

538296468240412198365165325139292118264101239

88218

76199

67183

59169

52156

46145

41134

37125

33117

30110

27103

25972391218619811777167315

••••

488313416246359197312160274132243110217

93195

79176

68159

58145

51133

44122

39112

35104

31962790258422782073186917651561145713541251114910

Span

(ft)

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

212280193210177162163127152102136

83120

68106

57954885417735693063265823532049184516421439133611341032

930

928

826

725

724

622

621

5

Floor Joist Load Tables Uniformly distributed single span load (psf )

Note: • Strength loads are Factored. • Deflection loads are Specified.

Canadian Sheet Steel Building Institute

44

Span

1200S162-68

Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in)

1200S162-97 1200S200-68 1200S200-97 1200S250-68 1200S250-97 1200S300-68 1200S300-97

(ft) 12 16 24

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

469362405290353236310194275162245137220116198100180

86164

75150

65138

58127

51117

45109

40101

369433882983277724732269206519611758165515521350124712

352272304218264177232146206122184102165

87149

75135

64123

56112

49103

4395388834823076277124662262205818551751154914461343124111391037

935

9

235181202145176118155

97137

81122

68110

5899509043823775336929632559235420511847164415411339123611341032

931

929

827

726

725

624

6

••••••

479283425236379199340169307145278125254109232

95213

84196

74182

66168

59157

53146

48136

43128

39120

35113

32106

30100

27952590238521812077187317

••

470317409258359213318177284149255127230109209

94190

82174

72160

63147

56136

50126

44117

40109

36102

3296299027852480227520711967176416611558145513

363264313211273172240142212118189100170

85153

73139

63127

55116

48107

4298379133842978267324682164196018561653155014471245114211401038

936

8

••

453329395268347221307184274155246132222113201

98184

85168

74154

65142

58131

51122

46113

41106

379933923087288225772373216919651862165815561453135012

••

340247296201260165231138206116185

99167

85151

73138

64126

56116

49107

43993991348531792874256923652161195817541651154913461244114211401038

9

••

227165197134174110154

92137

77123

66111

56101

4992428437773371296626612357215319491746154314411338113611341032

931

829

828

726

725

6

••••••••

484267431225387191349164317142289123264108243

95224

84207

75192

67178

60166

54155

49145

44136

40128

36121

33114

31108

28102

2697249222872083197918

••••

466291409240363200324169290143262123238106217

92198

81182

71168

63155

56144

50134

45125

40116

36109

33102

309627912586238121771973186917661562145913

••

357239311194273160242133216112194

96175

82158

71144

62132

54121

47112

42103

3796338930832778247322682064186017571554145113481246114410421040

9

••••

423307372253330211294178264151238130216112197

97180

85165

75152

66141

59131

53121

47113

43106

389935933287298226782473227020661963176016571554145213

••••

317230279190247158220133198113179

97162

84148

73135

64124

56114

50106

4498409135853279297426702466226220581855175215491447134512421140103910

••••

212154186127165106147

89132

76119

65108

56984990438337763370296526612457215319501746164414411339123711351033

931

930

828

827

726

7

••••••••••

492257442219399187362162330141302123277108255

96236

85219

76203

68190

61177

56166

50156

46146

42138

38130

35123

32117

30110

27105

25100

23952290208619

••••••

467275414229369193331164299141271121247106226

92208

81191

72177

64164

57153

51142

46133

42124

38117

34110

31103

29982692248722832179197518711668156514

••••

354222312183276153246129221109199

94181

81165

70151

62138

54128

48118

43109

38102

349531892883257823732169196517621658155514521350124711451043

9

••••

467346411285364238324200291170263146238126217110199

96182

84168

75155

66144

59134

53125

48117

43109

39103

3697329130862781257723732169206618631760165715

••••

350259308214273178243150218128197109179

95163

82149

72137

63126

56117

50108

44101

40943688328229772772246822642061195817551652154914471345124311

••••

234173205142182119162100146

85131

73119

63109

559948914284377833723067276224582255205118481645154314411338123611351033

931

830

828

7

••••••••••

561287503244454209412181375157343137315121291107269

95249

85232

76216

69202

62189

56177

51167

47157

43148

39140

36133

33126

30119

28114

26108

24103

239821

••••••••

471255421215377183341157309135282118258103237

91218

80202

71187

64174

57162

51151

46142

42133

38125

35118

32111

29105

27100

25942390218520811877177416

••••

404248355204314170280143252122227105206

90188

79172

69158

60145

54134

48125

42116

38108

34101

319528892683237921741970186617631560145713541251114911

Floor Joist Load Tables Uniformly distributed single span load (psf )

Note: • Strength loads are Factored. • Deflection loads are Specified.

45

Lightweight Steel Framing Wall Stud and Floor Joist Load Tables

Span

1400S162-68

Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in) Spacing (in)

1400S162-97 1400S200-68 1400S200-97 1400S250-68 1400S250-97 1400S300-68 1400S300-97

(ft) 12 16 24

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

StrengthL/360

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

465519431415403338367278325232290195260166235142213123194107178

94163

82150

73139

65129

58120

52112

47104

4298389235863281297727732469226521621959185617

348389324311302253275209244174218147195125176107160

92146

80133

70122

62113

55104

49974390398435783273296926652461225820541852174916461444134212

232259216208201169184139163116145

98130

83118

71107

6297548947824175367032642960265623522149194617431641143813361234113310311029

928

8

••••••••••

455289408246368211334182305158279138256122236108218

96202

86188

77175

69164

62153

57144

51135

47128

43120

39114

36108

33102

31972892268824

••••

491374432308383257341217306184276158251136228119209104192

91177

81164

72152

64141

58131

52123

47115

42108

39102

3596329029852781257723732169206618

436383376307328249288206255171227144204123184105167

91152

79139

69128

61118

54109

48101

4394388835823177287226682364216020571854175115481446134412

••

431469403381378314355262324221291188263161238139217121199106182

93168

82155

73144

65134

59125

53117

48109

43103

399636913386308128772573236922662063196017

••

324352302286283236266196243166218141197121179104163

91149

79137

70126

62117

55108

49101

4494408836823277297227682564236121581955185216491547144513

••

216235201191189157178131162110146

94131

80119

69109

6099539147844178377233672962265824552251204818451643154114381336123511331031

930

9

••••••••••••

464276418236380204346178316155291137268121248108230

96213

86199

78186

70174

63163

58154

53145

48137

44129

41122

37116

34110

32105

30100

279526

••••••••

434289387243348207314177285153259133237117218103201

91186

81172

72160

65149

58139

53131

48123

43115

39109

36102

339730922887268324782275217119

••

427345372280327231290193258162232138209118190102173

89158

78145

68134

61124

54115

48107

43100

399335873282297726722468226520611958175516521550144713

••

431536403436378359355300336252311215281184255159232138213121195106180

94166

84154

75143

67134

60125

54117

49110

45103

41973792348732822978277425702367216420

••

324402302327283269266225252189234161211138191119174104159

91146

80135

71125

63116

56108

50100

459441883782347731732869266524622258205519531750164815

••

216268201218189180178150168126156107141

92127

79116

69106

609853904783427737723467306227582555225220491946174316411539133712351133113210

••••••••••••••

476269432232393202360177331156305138282122261109243

98226

88212

80198

72186

66175

60165

55155

50147

46139

42132

39125

36119

34113

31108

29

••••••••••

441277396235357202324174295152270133248117229103211

92196

82182

73170

66159

60149

54139

49131

45124

41117

38110

35104

3299299427892585238122

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88165

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89159

80148

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64129

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53113

48106

44100

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97151

85139

75128

67119

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53103

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98131

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74109

64100

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••••••••••••••••

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97222

88208

79195

72183

66173

60163

55154

51146

47138

43131

40125

37119

34113

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••••••••••

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41115

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35104

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••••

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97173

86160

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Floor Joist Load Tables Uniformly distributed single span load (psf )

Note: • Strength loads are Factored. • Deflection loads are Specified.

The CANADIAN SHEET STEEL BUILDING INSTITUTE,the national association of the structural sheet steelindustry, promotes the use of sheet steel in buildingconstruction through engineered design andstandards of quality and performance. Activities focuson sheet steel building products, lightweight steelframing and steel building systems for commercial,industrial and institutional applications and similarproducts and systems for farm applications.

CSSBI Member Companies are voluntarily committedto maintaining high industry standards in the design,manufacture and installation of cold formed steelbuilding products and systems. Specifyingrequirements to CSSBI Standards and dealing withCSSBI Member Companies, can provide addedassurance of quality construction.

L'INSTITUT CANADIEN DE LA TÔLE POUR LEBÂTIMENT, est sur association nationale de l'industriede la tôle d'acier de structure qui vise à promouvoirl'utilisation de la tôle d'acier, dans la constructiongrâce à l'ingénierie et à des normes de qualité. Sesactivités sont concentrées sur les produits de tôled'acier pour le bâtiment et les systèmes de bâtimentsen acier dans leurs applications commerciales,industrielles, publiques et agricoles.

Les compagnies membres de l'ICTAB ontvolontairement consenti à maintenir des normesindustrielles élevées dans la conception, la fabricationet l'installation des produits et systèmes de bâtimentsen acier formés à froid. En spécifiant que les exigencesrencontrent les normes de l'ICTAB et en ayant desrapports avec les compagnies membres de l'ICTAB,vous pouvez être assuré d'avantage d'uneconstruction de qualité.

LIGHTWEIGHT STEEL FRAMINGFABRICATOR MEMBERS

MEMBRES FABRICANT DU ELEMENTSD’OSSATURE LÉGER EN ACIER

BAILEY METAL PRODUCTSOne Caldari RoadConcord, Ontario L4K 3Z9Telephone (905) 738-9267(514) 735-3455Fax (905) 738-5712Web Site: www.bmp-group.com

BEAUCHESNE (1985) INC., EDOUARD3211 boul. de l’Industrie St-Mathieu de Beloeil, Québec J3G 4S5 Telephone (450) 464-6856Fax (450) 467-8594Web site: www.groupebeauchesne.com

IMPERIAL SHEET METAL LTD.P.O. Box 5002Richibucto, NB E0A 2M0Telephone (506) 523-9177Fax (506) 523-9024Web site: www.imperialgroup.ca

MANUGYPSE INC.5385 rue Rideau Québec, Québec G2E 5V9 Telephone (418) 871-8088 Fax (418) 871-3140Web site: www.manugypse.com

METAL UP INC.3745, rue Pascal GagnonTerrebonne, Québec J6X 4J3Telephone (450) 477-1122Fax (450) 477-6034Web site: www.groupeup.com

NICHOLSON ROLLFORMING INC.939 Kamato RoadMississauga, Ontario L4W 2R5Telephone (905) 629-2292Fax (905) 629-2943

ROLL FORM GROUP2304 Dixie RoadMississauga, Ontario L4Y 1Z6Telephone (905) 270-5300Fax (905) 306-3527Web site: www.rollformgroup.com

TREBOR BUILDING PRODUCTS LTD.1499 – B Star Top RoadGloucester, Ontario K1B 3W5Telephone (613) 749-6600Fax (613) 749-4038

VICWEST1296 South Service Road WestOakville, Ontario L6L 5T7Telephone (905) 825-2252Fax (905) 825-2272Web site: www.vicwest.com

wall stud &

f l o o r j o i s t

load tables

CSSBI 58-2004

Canadian Sheet Steel

Building Institute

652 Bishop St. N., Unit 2A

Cambridge, ON

N3H 4V6

Tel 519-650-1285

Fax 519-650-8081

www.cssbi.ca

S T E E L F R A M I N GLIGHTWEIGHT

C A N A D I A N S H E E T S T E E L B U I L D I N G I N S T I T U T E

July 2004ISBN 1-895535-45-X