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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.
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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
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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
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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
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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
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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
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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
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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
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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
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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
••
486392423319372263329219294184264157238134216116197101180
88165
78152
69141
61131
55121
49113
44106
40993693338730822778257323702166206318601757165415
••
431571403464378382355319336268318228289196262169239147219129201113185100171
89159
80148
71138
64129
58120
53113
48106
44100
4094378934853180297626722469236621
••
324428302348283287266239252201238171217147197127179110164
97151
85139
75128
67119
60111
53103
489643903985368033753071276725632360215720541852174916
••
216285201232189191178159168134159114145
98131
85120
74109
64100
57935086457940743669326429602657245322502047184517421540143813361234113311
••••••••••••••••
453255412222377194346171319151295135274120255108237
97222
88208
79195
72183
66173
60163
55154
51146
47138
43131
40125
37119
34113
32
••••••••••
462304415259374222339192309167283146260128239114221101205
90191
81178
73166
66156
60146
54137
49129
45122
41115
38109
35104
329830942889268524
••••
443350390289345241308203276172249148226128206111189
97173
86160
76148
67137
60127
54119
49111
44104
4097369233863081287725732369226620621859175716
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