smartbeam composite cellular beam design.xls

8/18/2019 SmartBeam Composite Cellular Beam Design.xls

http://slidepdf.com/reader/full/smartbeam-composite-cellular-beam-designxls 1/97

BEAM MARK 1



CMC Steel Products Composite Cellular Beam Design PODUCTION: CONSTRUCTION BRIDGING:

rogram will assist in sizing simply supported , composite cellular beams with point and uniformly onstruction bridging is re!uired for castellated beams only

re!uires construction bridging to be installed to meet the foll

cts toll free at ()**+ *-./0/ for furher information or assistance" 1" A 0 lb" man at midspan" This condition re!uires bolted

TO SP!CI"#: remo3ed"

ar beams can be specified in one of the following methods& /" #ne -, lb" bundle of dec4 to be placed o3er three be

rect Specification: condition re!uires horizontal bridging to be in place before d

using direct specification the beam is specified in the same manner as a wide flange beam" 8or e9ample, $RNINGS % !RRORS:

-, :B stands for ellular Beam, nominally /* inches deep weighing - pounds per foot" ;n The following are errors and will cause the program to not reosite construction, significant weight sa3ings can be achie3ed by using a hea3ier tee section on the 1" 6$<=o > 1")6 . $<=o must be at least 1")

m and a lighter section on the top" This is 4nown as an assymetric section" An e9ample of this /" 6$<=o ? 1"/@6 . $<=o must be less than 1"/@

cation is :B/*90@<-" As before, :B stands for ellular Beam, nominally /* inches deep" The 0" 6dg<=o > 1"/@6 . dg<=o must be at least 1"/@

is manufactured from a 0@ pound per foot beam on top and a - pound per foot on bottom" $e3eral -" 6dg<=o ? 1"*@6 . dg<=o must be less than 1"*@

on assymetric sections can be selected in the design program" ;n order to accommodate production @" 6'oint loads must start w< '1 farthest left6 . 'oint loads m

sses, M $teel 'roducts may from time to time pro3ide an e!ui3olent symetrical size" '- farthest right"

erformance Specification: " 6$tuds too long6 . shear studs must allow for at least 1</

ormance specification is the best way to insure the beam is designed as efficiently as possible" *" 6$tuds too short6 . shear studs must be at least 1 1</6 ta

ample of a perfomance specification is& :B/*(11<@<@+" :B stands for ellular Beam,

ally /* inches deep, (Total :oad<:i3e :oad<'recomposite =ead :oad+" M $teel 'roducts will

e the most efficient shape (symetric or assymetric+ to support specified loadings"

O" PROGR$M:

ter ob name and design mar4 (not re!uired+"

ter the beam configuration& span (115.6 ma9+, spacing (left right+, material strength (0 or @+, and

ction type" ;f beams longer than 115 are needed please call M $teel 'roducts for a3ailability"

ter concrete properties (strength, weight, thic4ness+, dec4 properties (height width+, and stud

ties (diameter, number<rib, length+, and percent composite"

ter loading" 'rogram allows (1+ uniform li3e load, (1+ uniform dead load, and up to (-+ point loads" ;n order

fy the ade!uacy of the pre.composite beam, the percent present before the concrete has hardened

be entered as well" The four point loads should be entered starting with '1 and ending with '-"

ess $tnd" 6=o6 6$6 button" This enters the standard cellular pattern corresponding to the gi3en

r beam"

oose a trial cellular beam" ;f all interaction 3alues shown on the screen are less than 1", the beam

MI&$TION:

he failure modes and their corresponding interaction 3alues are shown in the results section" All 3alues

be less than or e!ual to 1" for the beam to be #K" 'ress the 68ind :ightest ell Beam6 button to ha3e

ogram select the lightest shape with a standard cellular pattern" $ignificant strength impro3ements '$RI$B(!S

e achie3ed by modifying the cellular pattern" The following guidelines will help in the optimization" d C depth of root beam dg Cellular beaincrease shear or web post strength, increase 6$6" bf C flange width $ C hole spacing

increase bending strength, decrease hole spacing or increase the hole diameter" tf C flange thic4ness tc C thic4ness o

point loads are a significant portion of the load, decrease the hole diameter 6=o6" tw C web thic4ness hr C height of de

can return to standard geometry by pressing the $tnd" 6=o6 6$6 buttonDDD e C web post width dsC stud diamet

$R STUD D!SIGN: =oChole diameter fc5C /) day conc

ogram will design the shear studs based on the composite design 3alues selected" ou can choose dt C tee depth 7cC unit weight

full or partial composite" The program will space studs for point loads only if the loading is symetric"

oading is not symetric, the program will not supply the stud spacing"

formation presented in this publication and design software has been prepared in accordance with

nized engineering principles, in conformity with the A;$ $pecification for $tructural $teel in Buildings CMC Steel Products

1F)F+ and is for general information only" 7hile it is belie3ed that all data and information furnished is )*+, Ridge Road

ate, no person, corporation, association, or other entity in3ol3ed in the preparation represents or Suite )+)

nts that this information is fit or suitable for any general or particular use or purpose, or assumes any Roc-.all/ T0 1,+23

nsibility in the use of this information" This information must be used in conunction with sound 3++4*+3422),

ering udgment and is intended to be used only by competent structural engineers, architects or other

ed professionals"

uted loads" All areas shaded yellow or with a drop bo9 re!uire input information" ontact M $teel

www"cmcsteelproducts"com

http://www.smisteelproducts.com/

http://www.smisteelproducts.com/



Composite Cellular SmartBeam Design Program

(O$DING IN"ORM$TION !0P$ND5D6 S0N6 PROP5SGob Hame TE$T Uni7orm Distri8uted (oads A3g" wt" @"@ plf

Beam Mar4 I B1 :i3e :oad @ plf 're.comp J J Anet 1"- in/

$pan " ft =ead :oad @ plf 're.comp J )@J Agross 1)"0 in/

$pac" :eft 1" ft Concentrated Point (oads ;9 net /- in-$pac" Right 1" ft :oad I Magnitude =ist from 'ercent =: 'ercent ;9 gross /0@F in-

Mat" $trength.8y @ 4si (I+ (4ips+ :ft" End (ft+ (J+ 're.omp" ;9 critical /1- in-

ellBeam '1 " " J J Min $9 net 11F in0

Root Beams (T<B+ 7/12-- 7/12@* '/ " " J J Min $9 gross 1-0 in0

d /" /1" '0 " " J J Min $9 critical 1/@ in0

bf "@ "@@@ '- " " J J r9 min 11"0 in

tf "-@ "@ COMPOSIT! IN"ORM$TION ;y net / in-

tw "0@ "-@ Concrete % Dec-: S9ear Studs: $y net *")) in0

conc" strength . fc5 (psi+ @ stud dia" (in+ "*@ COMPOSIT! S0N6 PROP5SMin" %ole =iameter 1@")- in conc" wt" . wc (pcf+ 1-@ stud ht" (in+ @ n )"-0)

Ma9" %ole =iameter /*"* in conc" abo3e dec4 . tc (in+ 0 studs per rib 1 beffec" 1/" in

$T= %ole =iameter =o /"*@ in rib height . hr (in+ 0 composite J 1 Actr -/"@ in/

$T= %ole $pacing $ /F"/@ in rib width . wr (in+ STUD SP$CING: H"A" ht" 01" ;n =ec4

7eb 'ost 7idth 6e6 )"@ in HC-,Lniformly =ist" ;tr -@) in-

$ < =o 1"-1 R!SU(TS $RNINGS ;effec" -@) in0

ross =epth 6dg6 0"0/ in 8ailure Mode ;nteraction $tatus $9conc 1/1/"F-/ in0

dg < =o 1"-1 Bending +62* O; $9steel /)"001 in0

utting :oss "F1 7eb 'ost +61,3 O; CONSTRUCTION BRIDGING

dt top -")* in $hear +62* O; End onnection type

dt bot -"))* in oncrete +6+) O; Min" Ho" #f Bridging Rows 1

're.omp" +63<< O; Ma9" Bridging" $pacing (ft+ 0F

O=erall +62* O;

D!"(!CTION

're.omposite =eflection *6*>) ?(@)>1

:i3e :oad =eflection >6>>) ?(@<1

C!((U($R B!$M IN"ORM$TION

C!(( P$R$M!T!RS:

50

LB30X44/57

3500 3/4"

150

100%

Double clip



01@*F1@"9ls

AOB T!ST COMPOSIT! > @ NONCOMPOSIT!) >

B!$M M$R; CB> $DD S!(" T>?# )?N > PS" P(" pl7 E NC( (

SP$N <+ 7t Uni7orm (i=e (oad + ,++ ,++ +E (I'! (O$D D

M$T!RI$( #ld )+ +@ -si Uni7orm Dead (oad + <,+ <,+ 3,E D!$D (O$D

SP$CING >+ 7t TOT$( (O$D + >>,+6++ >>,+ cam8er E

Top Bottom t STUDSUNI7

ROOT B!$M )>0 )>0,1 Point (oads <>

d in )+6<< )>6+< Magnitude ; (ocation E D( E NC( 'c?

87 in <6, <6,,, P> +6++ +6++ +E +E

t7 in +6, +6<, P) +6++ +6++ +E +E

t. in +6*, +6+, P* +6++ +6++ +E +E

$dditional loss + =o Min =o Ma9 P +6++ +6++ +E +E

Cellular Pattern 1@")0F /*"*@ P, + + +E +E

Cell Diam Do 5 )+61, P< + + +E +E

Cell Spac6 )26),+ P1 + + +E +Ee in 36, O; P3 + + +E +E

dg in *+6*)< O; P2 + + +E +E

S@Do >6+2<*3,, P>+ + + +E +E

dg@Do >6<>),>< OR;ING D$T$

cutting loss +62>+)12 in Do maJ COMPOSIT! ST$G! R!SU(TS: :R8=

dt top 6<31)3<+, O; Bending +62* O;KK IRE8N

dtL8ot 6331)3<+, O; e8 Post +61,3 O;KK

CONCR!T! @ D!C; D$T$ S9ear +62* O;KK

STUDS diameter +61, O; >)6, O=erall +62* O;KK

STUDS: HIGHT , BR$CING IN"ORM$TION

ri8 .idt9 r <*

NON4COMPOSIT! ST$G! R!SU(TS:+

7c5psi *,++ Bending +63<< O;KK

.c pc7 >,+ B!$M IS O; e8 Post +61, O;KK+

9r in *6++ 6, S9ear +62* O;KK

tc in *6++M$0 SP$CING 3 O=erall +63<< O;KK

STUDS P!R RIB > R D!C; > G(OB$( +612)2)<>1)

8eam mar- span spacing Top Root Bot6 Root s9ape S min S maJ Do min Do maJ

CB> ,2 >+ )>0 )>0,1 (B*>0@,1 )631, )36),+ >26, >26,

> e? ,6*1, 361,+

ST!P Set8ac- le7t end + erange ? *6*1,

+6>), Set8ac- rig9t end +

point location Studs Distri8ution Results

> + N@$) + N@$

* + N@$

+ N@$

, + N@$

< + N@$

1 + N@$

3 + N@$

2 + N@$

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/F- F@"1 /F1

0/1 10 01/

0-F 111 00-

0*) 1/ 0@F

-* 1/) 0)0

-- 10) -1 *- 1*@ -*/

@1/ 1@F -)

*FF 1)* @@

@* 1* @/

)@) / @0)

F-- /1F @)@

1/ /0@ /)

110 /@) F1

1/- /)1 *@*

10F 0F )0

1@* 0-- F/)

1F -1@ 110 /@/ @10 1-/

0/* 0- 1*F

0@0 *- 1F1

/* F/ /FF

00 110 0-

-)1 11F 0-

-/ 10- 0F1

/1 1@* -0-



-) 1@1 -@0

*1- 1*F -)1

@0 1) @

)0 /) @

@)F 1)- @

F- /0 /-

// 1F/ @F

F) /- @

11 /@) *1*

*/ //) *1@

1/- 0 )0

F- /*/ )@

10) 0-* F)1

11 0// 10

1@- -F 11 //- -)- 10)

*)F 1F- @@1

F// //@ 0

1- /@1 *F

11F /)/ )11

1"@ 1"F) *"1-

1"-@ 1") "@)

"F1 1"0/ -"

") 1"1) -"

"-) ")/ /"*/

/"F) /"/) @"@0

10 -*"1 1@- F)") -*"1 1-1

00"@ 1/1

0") 00"@ 11/

1" 00"@ 10

@*") /F"/ FF"*

@@"@ /F"/ F/"@

0)"F //" **

0*"0 //" *"@

/F"/ 1*"1 0

/"F 1*"1 @/"F

1*") 11") 0F

1"F 11") 0@"1 1- F"0 01

1/"F F"0 /"F

1 *"-) //"*

F"*- *"-) /1"0

*"10 @"/- 1*"F

"0- @"/- 1-"-

0"@ 0"1 F"*-

0"// 0"1 )"0)



1"1 1"0 @"0@

1"-1 1"0 -"0

") 1"11 /"))

"@0 "* /"@

"-) "* 1"*F

"/) "- 1"/



-@ - -* -) -F @ @1 @/ @0



@- @@ @ @* @) @F 1 /



0 - @ * ) F * *1



*/ *0 *- *@ * ** *) *F )



)1 )/ )0 )- )@



>62, >>+ 9r *+++ tc studs height studs diam 8

)6), >>, >6, *,++ ) * >@) *<

)6, >)+ ) +++ )6), *6, *@ ,+

* >, * ,++ )6, 1@3 )

61, 1@ ,+++ )61, 6, ,+

, re7erence re7erence re7erence * , single stud

< @ 0 / *6), ,6, dou8le stud

=alue =alue =alue *6, <

re7erence >,+ * *,++ *61, <6, o7 studs loc

* 1 '9 resistingsingle stu

=alue -"/@ '9 resistingdou8le stu

< -"@ , '9 8

-"*@ =alue o7 dou8le s

@ @

@"/@ DOUB(! STUD (OC$TIONS SING

@"@ +

,61, +

Beta 1"00-)F reference @

=alue

Mma9 @-"//@ 4ip.ft 0

'oint I :oc5n 2. preceding" 2. following" M preceding" M following" M interp" H/

1 " " /"-0) " IH<A IH<A IH<A

/ " " /"-0) " IH<A IH<A IH<A

0 " " /"-0) " IH<A IH<A IH<A

- " " /"-0) " IH<A IH<A IH<A

@ " " /"-0) " IH<A IH<A IH<A

" " /"-0) " IH<A IH<A IH<A

* " " /"-0) " IH<A IH<A IH<A) " " /"-0) " IH<A IH<A IH<A

F " " /"-0) " IH<A IH<A IH<A

1 " " /"-0) " IH<A IH<A IH<A



in7lated accurate =alues

>@) '9 conc - ,<)6)1, ,*,6,

>@) '9 steel - )2<6<)1> )3)6,+>2,3)>)>

s9ear stud cap >)6,

reduction > strengt9> >)6,

16,*<2)reduction +63+>*33 strengt9) STUDS )+6+*<2)>**<

MIN '9 ,2*6),> R!D6 SING(! STUDS

ation a=aila8le ,3 3

s using studs at < o@c 1), ,3 STUDS

ds using studs at <o@c >><)6+>) ,3 DOUB(! STUDS

lance +

tuds location +

! STUD (OC$TIONS DOUB(! STUD (OC$TIONS

3 +

<++ + <++ 3

results

IH<A

IH<A

IH<A

IH<A

IH<A

IH<A

IH<AIH<A

IH<A

IH<A

TOT$( STUDSSTR!NGTH

TOT$( O"STUDS



$D'$NC! BI(( O" M$T!RI$(

AOB test P$G! NO >

ST!!( GR$D! : $STM $22) "?,+-si $STM $,1) "?,+-si

DIM!NSION B!$M (!NGTH

(IN! T# TOP ROOT BOT6 ROOT S!CTION SI&! P @ P S@) "!!T IN R!M$R;S> + >30,+ >30<, (B)30,+@<, + >*6, > > >@)

) + >30,+ >30<, (B)30,+@<, + >*6, > > >@)

*

,

<

1

3

2

>+

>>

>)

>*>

>,

><

>1

>3

>2

)+

)>

))

)*

)

),

)<)1

)3



:ateral Torsional Buc4ling

're.omposite stage:c 0"1 ft

:u @")// ft

LB: 0" ft :c 0"1/)1

b 1" I :u @")/1)-

riteria 1"FF@ -@"1 r T 1"-@* @<(fy+"@

:<rT /-"@-* b < t flange (bf</+< tf *"///////// F"1F/0))1@@-

81. 0" 4si dw < tw web dw < tw )"-10-@* F"@F*FF1F

81.* 0" 4si :b 0" Os" ( :c ,

"8J **6+++ -si :b<rT C /-"@-*) (1/210Db<8y+"@ C

lobal stress ratio (@1210Db<8y+"@ C

'RE. #M'#$;TE M#MEHT ;8 dw<tw>limit,and @<(fy+"@ > bf</tf > F@<(fy+"@6non.compact

M ma9 (ft"4+ /*1"0@ 0/@"/ in"4 8b C 00 4si 6use if cell G*C'#K and G)C

fb9 C /"1@// 4si

fb<8b "*F/-F0 ;8 dw<tw>limit ,and bf</tf>@<(fy+"@ , and

8b C 00 4si 6use if cell G*C'#K and G

1

;8 dw<tw>limit ,and bf</tf>@<(fy+"@ , but :8b C 0 4si 6use if cell G*C'#K and G

;8 dw<tw ?limit 6H non.compact web6 ( and<or+ @<(fy+"@> bf</tf

8bC 0 4si 6use if cell G*C'#K and G

;8 :b?:u ,and :b<Rt > (1/910Db<8

8bC 0 4si

;8 :b?:u ,and 6 (1/910Db<8y+"@ >C :b<Rt C> (@191

8bC 0 4si

;8 :b?:u ,and 6 :b<Rt ?C (@1910Db<8y+8bC 0 4si

compac ange we(@<fy"@+, (-<fy"@+



T#' BEAM =E'T% /"

B#TT#M BEAM =E'T% /1"

%#:E =;AMETER /"*@

Hon.compact flange ema9 )"@

b<t h -"*0//) bf tf

F@<(fy+"@ status depth of top section 1@"//F "@ "-@

10"-0@/))-/@ #K

#K

depth of bottom section 1@"///F "@@@ "@

#K gross depth 0"0/-@*

u + #K H"A" from top 1"-F@)@

-@"1 rT (T#'beam+ 1"-@*

1"FF@ rT (B#T beam+ 1"@F@)@ ;

flange6 ,or :c >:b>:u, Area of net top section -"-)@ 1-"/F)

K and GFC'#K or #K6 Area of net bot section @"F*)@1 F)F"@)FF

; net /@0")))

:b>:c $t(net beam full section 1/-"@F0

)C#K and GFC'#K6 $b(net beam full section 1-)"@/00

> :b>:u )C#K and GFC'#K6 $(net.beam+ 11F"-*1*)

>F@<(fy+"@, and :b>:c

)C#K and GFC'#K6

+"@

0Db<8y+"@ 6 81.

"@ 6 81.*



GROSS S

As.top (in/+ )"*)

;9.top (in-+ 1F*"0*

;y.top (in-+ 1"0@

tw depth of web AREA Af Aw Afillet ybar (in+ -"FF@

"0@ 1-"1//) )"**F/) /"F/@ @"11-0 "0)/) dg (in+ 0"0/@

"-@ 1-"1//) 1"/1*0@ -"/*@ @"F1*F* "0)/) r 6min6 1"10//@

1"-@)@/- As (in/+ 1)"/F@

10"1*)*1F* ;yy ybar (in+ 10")0@

AfP1<0twT#' -"*F*11/ 1"01*@@ ybar (in+ 1"-F

AfP1<0tw(B#T+ "0F)**1@ 1@"/)@ ;99 (in-+ /0@F"@

dttop.tf -"/0*/)@ $- (in0+ 1*"@1

dtbot.tf -"/0*/)@ $1 (in0+ 1-0"1@0

A( R#$$+ 1)"/F@/)/ M;H $6gross6 1-0"/

r9 11"0@@

N!T S!

As.top (in/+ -"--*;9.top (in-+ *")0

;y.top (in-+ 1"01F

ybar (in+ 1"F

dg (in+ 0"0/@

r 6min6 1"01--*-@

As (in/+ 1"-/

ybar (in+ 10"-F

ybar (in+ 1*"/*

;99 (in-+ /-"/F

$- (in0+ 1@)"1*

$1 (in0+ 11F"-*1)

M;H $net 11F"-*deffecnet /)"/F1



CTION Input: 4TOP GROSS S!CTION

As.bot (in/+ 1"/1* bf (in+ "@ tf (in+ "-@

;9.bot (in-+ /@"00F tw (in+ "0@ dt (in+ 1@"/

;y.bot (in-+ 1@"0-0 fill" rad (in+ "0 gt (in+ 1-"1/

ybar (in+ -"*-* pi 0"1-/

r 6min6 1"//@-- Strong $Jis 0 Properties:

Area5 ybar5 ;995 Ad/5

from bot" (in/+ (in+ (in-+ (in-+

from top 8lange /"F/@ 1-")0* "-F "@0F

;y gross /@"F) $tem @"11- *"0 F1" 0F"@

ry 1"1)@1*F 8illets "0F 1-"@-@ " "**-

Atee (in/+ )"*) $9.top (in 0F"@1*

ybar (in+ 1") $9.bot (in 1F"-

;99 (in-+ 1F*"0*

9bar (in+ 0"@// Q9 (in0+ 0-"*1*

ea- $Jis # Properties: Area5 ybar5 ;995 Ad/5

(in/+ (in+ (in-+ (in-+

8lange /"F/@ " 1"/F) "

$tem @"11- " "@/ "

8illets "0F " " "@

Atee (in/+ )"*) $y (in0+ 0"1)

ybar (in+ "

;yy (in-+ 1"0@

TION Input: 4TOP N!T S!CTION

As.bot (in/+ "1@ bf (in+ "@ tf (in+ "-@;9.bot (in-+ 1"/* tw (in+ "0@ dt (in+ -")*

;y.bot (in-+ 1@"/)@ fill" rad (in+ "0 gt (in+ -"/0*

ybar (in+ 1"/@ pi 0"1-/

r 6min6 1"/F1@1 Strong $Jis 0 Properties:


from bot" (in/+ (in+ (in-+ (in-+

from top 8lange /"F/@ -"-/ "-F 1"*FF

r9 1-"-@)0 $tem 1"-)0 /"11F /"/1F 0"*

;y net /@"- 8illets "0F -"1* " "F

$y net *")*)1--

Atee (in/+ -"--* $9.top (in *"10in ybar (in+ 0"*) $9.bot (in /")F

;99 (in-+ *")0

9bar (in+ "0-/ Q9 (in0+ 0"*-

ea- $Jis # Properties:


(in/+ (in+ (in-+ (in-+

8lange /"F/@ " 1"/F) "



$tem 1"-)0 " "1@ "

8illets "0F " " "@

Atee (in/+ -"--* $y (in0+ 0"1*@

ybar (in+ "

;yy (in-+ 1"01F



Input: 4BOTTOM GROSS S!CTION

bf (in+ "@@@ tf (in+ "@

tw (in+ "-@ dt (in+ 1@"//

fill" rad (in+ "0 gt (in+ 1-"1/

pi 0"1-/

Strong $Jis 0 Properties:


(in/+ (in+ (in-+ (in-+

8lange -"/1 1-"F0* "1@ )0"/F

$tem @"F1) *"0 1@"0 "F

8illets "0F 1-"@-@ " "/*

Atee (in/+ 1"/1* $9.top (in @/"*-/

ybar (in+ 1"@1 $9.bot (in /0")

;99 (in-+ /@"00F

9bar (in+ /"-) Q9 (in0+ -0"0

ea- $Jis # Properties: Area5 ybar5 ;995 Ad/5

(in/+ (in+ (in-+ (in-+

8lange -"/1 " 1@"/@ "

$tem @"F1) " ")1 "

8illets "0F " " "@

Atee (in/+ 1"/1* $y (in0+ -")1

ybar (in+ "

;yy (in-+ 1@"0-0

Input: 4BOTTOM N!T S!CTION

bf (in+ "@@@ tf (in+ "@tw (in+ "-@ dt (in+ -"))*

fill" rad (in+ "0 gt (in+ -"/0*

pi 0"1-/

Strong $Jis 0 Properties:


(in/+ (in+ (in-+ (in-+

8lange -"/1 -"@/ "1@ /")

$tem 1"*1 /"11F /"@) @"//

8illets "0F -"1* " "-

Atee (in/+ "1@ $9.top (in F"*)ybar (in+ 0")0 $9.bot (in /"@F

;99 (in-+ 1"/*

9bar (in+ "-@F Q9 (in0+ -")1

ea- $Jis # Properties:


(in/+ (in+ (in-+ (in-+

8lange -"/1 " 1@"/@ "



$tem 1"*1 " "/0 "

8illets "0F " " "@

Atee (in/+ "1@ $y (in0+ -"-

ybar (in+ "

;yy (in-+ 1@"/)@



file&<<<3ar<www<apps<con3ersion<tmp<scratch*<01@*F1@"9ls -</@</1*&&-/

Organied B Beam Num8er 4 "or C9oosing Section

Cellular Beam sie

> >) (B>)0>+ 30>+ 30>+ >+ < 3 ,622 >+6))

) >) (B>)0>* 30>* 30>* >* <6), 36>), <6+1 >+6*<

* >) (B>)0>, 30>, 30>, >, <6), 36), <6>< >+6,)

>) (B>)0>3 30>3 30>3 >3 <6), 36), <6>3 >+6,<

, >) (B>)0)> 30)> 30)> )> <6, 36, <6)2 >+61<

< >) (B>)0) 30) 30) ) <6), 36>), <6+) >+6)1

1 >) (B>)0)3 30)3 30)3 )3 <6), 36), <6>) >+6,

3 >) (B>)0*> 30*> 30*> *> <6), 36>), <6+1 >+6*1

2 >) (B>)0*, 30*, 30*, *, <6), 36), <6>1 >+6,

>+ >) (B>)0+ 30+ 30+ + <6, 36*1, <6)< >+61>

>> >, (B>,0>) >+0>) >+0>) >) 161, >+6>), 162 >)62)

>) >, (B>,0>)@>, >+0>) >+0>, >*6, 161, >+6), 16, >*6+>

>* >, (B>,0>)@>1 >+0>) >+0>1 >6, 161, >+6), 16,2 >*6+2

> >, (B>,0>, >+0>, >+0>, >, 161, >+6), 16,2 >*6+2

>, >, (B>,0>)@>2 >+0>) >+0>2 >,6, 1631, >+6*1, 16<* >*6>3

>< >, (B>,0>,@>1 >+0>, >+0>1 >< 1631, >+6*1, 16<* >*6>1

>1 >, (B>,0>1 >+0>1 >+0>1 >1 1631, >+6*1, 16<3 >*6),

>3 >, (B>,0>,@>2 >+0>, >+0>2 >1 1631, >+6*1, 16<3 >*6)<

>2 >, (B>,0>1@>2 >+0>1 >+0>2 >3 3 >+6, 161* >*6*

)+ >, (B>,0>,@)) >+0>, >+0)) >36, 1631, >+6*1, 16<, >*6)>

)> >, (B>,0>2 >+0>2 >+0>2 >2 3 >+6, 1613 >*6*

)) >, (B>,0>,@)< >+0>, >+0)< )+6, 361, >+6, 161> >*6*)

)* >, (B>,0>2@)) >+0>2 >+0)) )+6, 3 >+6, 161, >*6*3

) >, (B>,0)) >+0)) >+0)) )) 3 >+6, 161) >*6**

), >, (B>,0>,@*+ >+0>, >+0*+ ))6, 3 >+6, 1611 >*6>)< >, (B>,0>1@*+ >+0>1 >+0*+ )*6, 36, >+6<), 163> >*62

)1 >, (B>,0>2@*+ >+0>2 >+0*+ )6, 36>), >+6<), 163< >*6,3

)3 >, (B>,0)< >+0)< >+0)< )< 36>), >+6<), 163 >*6,,

)2 >, (B>,0*+ >+0*+ >+0*+ *+ 36), >+61, 162, >*61

*+ >, (B>,0))@*2 >+0)) >+0*2 *+6, 1631, >+6*1, 16<* >*6><

*> >, (B>,0)<@*2 >+0)< >+0*2 *)6, 1631, >+6*1, 16<2 >*6)1

*) >, (B>,0** >+0** >+0** ** 16<), >+ 16*2 >)61*

** >, (B>,0))@, >+0)) >+0, **6, 1631, >+6*1, 161+ >*6)3

* >, (B>,0)<@, >+0)< >+0, *,6, 3 >+6, 161< >*6*2

*, >, (B>,0*2 >+0*2 >+0*2 *2 161, >+6), 16,* >)622

*< >, (B>,0, >+0, >+0, , 1631, >+6*1, 16<1 >*6)

*1 >, (B>,02 >+02 >+02 2 161, >+6), 16,3 >*6+1

*3 >, (B>,0, >+0, >+0, , 1631, >+6*1, 16<< >*6))

*2 >, (B>,0<+ >+0<+ >+0<+ <+ 3 >+6, 161< >*6+

+ >3 (B>30> >)0> >)0> > 261, >)6), 26+ >,6<2

> >3 (B>30>@>< >)0> >)0>< >, 26*1, >)6*1, 26+1 >,61

) >3 (B>30>< >)0>< >)0>< >< 26, >)6*1, 26>+ >,612

* >3 (B>30>@>2 >)0> >)0>2 ><6, 26<), >)6*1, 26> >,63<

Nominaldg

Root TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do




Cellular Beam sieNominal

dgRoot TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do

>3 (B>30><@>2 >)0>< >)0>2 >16, 26, >)6, 26>1 >,62>

, >3 (B>30>@)) >)0> >)0)) >3 2631, >)6, 26)+ >,62<

< >3 (B>30>2 >)0>2 >)0>2 >2 26<), >)6<), 26)* ><6+)

1 >3 (B>30><@)) >)0>< >)0)) >2 26<), >)6, 26)* ><6+>

3 >3 (B>30>@)< >)0> >)0)< )+ 26, >)6, 26>< >,62+

2 >3 (B>30>2@)) >)0>2 >)0)) )+6, 26<), >)6<), 26)2 ><6>*

,+ >3 (B>30><@)< >)0>< >)0)< )> 2631, >)6, 26>2 >,62,

,> >3 (B>30)) >)0)) >)0)) )) 261, >)61, 26*, ><6)*

,) >3 (B>30>2@)< >)0>2 >)0)< ))6, 26<), >)6<), 26)< ><6+<

,* >3 (B>30><@*+ >)0>< >)0*+ )* >+6>), >)6<), 26) ><6+*

, >3 (B>30>2@*+ >)0>2 >)0*+ )6, 26<), >)6<), 26*+ ><6>,

,, >3 (B>30><@*, >)0>< >)0*, ),6, 26<), >)6<), 26*+ ><6>

,< >3 (B>30)< >)0)< >)0)< )< 26<), >)6<), 26)3 ><6>>

,1 >3 (B>30))@*+ >)0)) >)0*+ )< 261, >)61, 26*< ><6),

,3 >3 (B>30>2@*, >)0>2 >)0*, )1 261, >)61, 26*< ><6),

,2 >3 (B>30))@*, >)0)) >)0*, )36, 261, >)631, 26) ><6*<

<+ >3 (B>30*+ >)0*+ >)0*+ *+ 261, >)61, 26*1 ><6)1

<> >3 (B>30)<@+ >)0)< >)0+ ** 26, >)6, 26>1 >,62)

<) >3 (B>30*, >)0*, >)0*, *, 2631, >)631, 262 ><63

<* >3 (B>30*+@+ >)0*+ >)0+ *, 26<), >)6, 26)) ><6++

< >3 (B>30)<@, >)0)< >)0, *,6, 26<), >)6, 26)) ><6++

<, >3 (B>30*+@, >)0*+ >)0, *16, 26<), >)6<), 26)< ><6+3

<< >3 (B>30+ >)0+ >)0+ + 26*1, >)6*1, 26+1 >,61*

<1 >3 (B>30*,@,+ >)0*, >)0,+ )6, 261, >)61, 26*1 ><6)1

<3 >3 (B>30, >)0, >)0, , 26, >)6, 26>< >,632

<2 >3 (B>30+@,+ >)0+ >)0,+ , 26, >)6, 26>< >,62+1+ >3 (B>30+@,* >)0+ >)0,* <6, 26, >)6*1, 26>> >,63>

1> >3 (B>30+@,3 >)0+ >)0,3 2 26, >)6, 26>< >,62+

1) >3 (B>30,+ >)0,+ >)0,+ ,+ 26<), >)6<), 26)< ><6+<

1* >3 (B>30,@,3 >)0, >)0,3 ,>6, 26, >)6, 26)> >,623

1 >3 (B>30,* >)0,* >)0,* ,* 26, >)6, 26>< >,632

1, >3 (B>30,3 >)0,3 >)0,3 ,3 26<), >)6<), 26)< ><6+<

1< >3 (B>30<, >)0<, >)0<, <, 26, >)6, 26)+ >,621

11 )> (B)>0)) >0)) >0)) )) >+631, >6), >+6* >36>,

13 )> (B)>0))@)< >0)) >0)< ) >> >6*1, >+6,+ >36)1

12 )> (B)>0)< >0)< >0)< )< >> >6*1, >+6,< >36*3

3+ )> (B)>0))@*+ >0)) >0*+ )< >+631, >6), >+61 >36))

3> )> (B)>0))@* >0)) >0* )3 >> >6*1, >+6,) >36*)

3) )> (B)>0)<@*+ >0)< >0*+ )3 >> >6*1, >+6, >36*

3* )> (B)>0*+ >0*+ >0*+ *+ >> >6*1, >+6,> >36)2

3 )> (B)>0))@*3 >0)) >0*3 *+ >> >6*1, >+6,1 >36+

3, )> (B)>0)<@* >0)< >0* *+ >> >6, >+6,2 >36*

3< )> (B)>0)<@*3 >0)< >0*3 *) >>6>), >6, >+6<* >36,>





dgRoot TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do

31 )> (B)>0* >0* >0* * >>6>), >6, >+6<) >363

33 )> (B)>0)<@* >0)< >0* *6, >+631, >6), >+61 >36)>

32 )> (B)>0))@3 >0)) >03 *, >>6>), >6), >+6, >36>2

2+ )> (B)>0*+@* >0*+ >0* *<6, >+631, >6), >+6 >36>1

2> )> (B)>0*3 >0*3 >0*3 *3 >>6>), >6<), >+61> >36<

2) )> (B)>0*+@3 >0*+ >03 *2 >> >6), >+62 >36),

2* )> (B)>0*@3 >0* >03 > >> >6*1, >+6, >36*,

2 )> (B)>0* >0* >0* * >+61, >6>), >+6*1 >36+,

2, )> (B)>0*3@3 >0*3 >03 * >> >6, >+6,2 >36*

2< )> (B)>0*@,* >0* >0,* *6, >> >6, >+6,2 >36

21 )> (B)>0*3@,* >0*3 >0,* ,6, >>6>), >6, >+6< >36,)

23 )> (B)>03 >03 >03 3 >+631, >6), >+61 >36))

22 )> (B)>0,* >0,* >0,* ,* >> >6*1, >+6,1 >36+

>++ )> (B)>0<> >0<> >0<> <> >> >6*1, >+6,, >36*<

>+> )> (B)>0,*@1 >0,* >01 <*6, >>6>), >6, >+6<< >36,<

>+) )> (B)>0<>@<3 >0<> >0<3 <6, >>6>), >6, >+6<+ >36<

>+* )> (B)>0<>@1 >0<> >01 <16, >>6>), >6, >+6<, >36,

>+ )> (B)>0<3 >0<3 >0<3 <3 >>6>), >6, >+6<< >36,<

>+, )> (B)>0<3@1 >0<3 >01 1> >>6), >6<), >+61> >36<

>+< )> (B)>01 >01 >01 1 >>6), >6<), >+61< >361*

>+1 )> (B)>0<3@3) >0<3 >03) 1, >>6), >61, >+61< >361

>+3 )> (B)>0<>@2+ >0<> >02+ 1,6, >>6), >6, >+6<+ >36

>+2 )> (B)>01@3) >01 >03) 13 >>6*1, >61, >+63> >363*

>>+ )> (B)>0<3@2+ >0<3 >02+ 12 >>6), >6, >+6<, >36,

>>> )> (B)>03) >03) >03) 3) >>6*1, >631, >+631 >362)

>>) )> (B)>01@2+ >01 >02+ 3) >>6), >6<), >+61+ >36<*>>* )> (B)>0<3@22 >0<3 >022 3*6, >>6), >6<), >+61> >36<

>> )> (B)>01@22 >01 >022 3<6, >>6), >61, >+61< >361*

>>, )> (B)>0<3@>+2 >0<3 >0>+2 336, >>6), >61, >+611 >361,

>>< )> (B)>02+ >02+ >02+ 2+ >>6), >6, >+6<, >36,*

>>1 )> (B)>022 >022 >022 22 >>6*1, >61, >+61, >361)

>>3 )> (B)>0>+2 >0>+2 >0>+2 >+2 >>6<), >631, >+631 >362*

>>2 )> (B)>0>)+ >0>)+ >0>)+ >)+ >) >, >+622 >26>,

>)+ )> (B)>0>*) >0>*) >0>*) >*) >>61, >,6), >>6>* >26*2

>)> )> (B)>0>, >0>, >0>, >, >>61, >,6*1, >>6)) >26,,

>)) )> (B)>0>,2 >0>,2 >0>,2 >,2 >) >,6, >>6*1 >263)

>)* )> (B)>0>1< >0>1< >0>1< >1< >)6), >,61, >>6,< )+6>

>) ) (B)0)< ><0)< ><0)< )< >)6, ><6), >>62> )+611

>), ) (B)0)<@*> ><0)< ><0*> )36, >)6, ><6*1, >>622 )+62+

>)< ) (B)0*> ><0*> ><0*> *> >)6<), ><6, >)6+< )>6+*

>)1 ) (B)0)<@*< ><0)< ><0*< *> >)6, ><6*1, >>623 )+632

>)3 ) (B)0)<@+ ><0)< ><0+ ** >)6<), ><6, >)6+ )+622

>)2 ) (B)0*>@*< ><0*> ><0*< **6, >)6<), ><6, >)6+, )>6+)





dgRoot TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do

>*+ ) (B)0*>@+ ><0*> ><0+ *,6, >)6<), ><6, >)6>> )>6>)

>*> ) (B)0*< ><0*< ><0*< *< >)6<), ><6, >)6+ )>6++

>*) ) (B)0*>@, ><0*> ><0, *3 >)61, ><6<), >)6>, )>6)+

>** ) (B)0+ ><0+ ><0+ + >)61, ><6<), >)6>< )>6)+

>* ) (B)0*<@,+ ><0*< ><0,+ * >)61, ><6<), >)6>2 )>6)1

>*, ) (B)0, ><0, ><0, , >)631, ><61, >)6), )>6*1

>*< ) (B)0+@,1 ><0+ ><0,1 36, >)631, ><631, >)6*) )>62

>*1 ) (B)0,+ ><0,+ ><0,+ ,+ >)631, ><631, >)6*, )>6,

>*3 ) (B)0,@<1 ><0, ><0<1 ,< >)631, ><631, >)6*) )>6,+

>*2 ) (B)0,1 ><0,1 ><0,1 ,1 >* >1 >)63 )>611

>+ ) (B)0,+@<1 ><0,+ ><0<1 ,36, >* ><631, >)6*1 )>6,2

>> ) (B)0,@11 ><0, ><011 <> >* >1 >)6+ )>6<*

>) ) (B)0,+@11 ><0,+ ><011 <*6, >* >1 >)6, )>61>

>* ) (B)0<1 ><0<1 ><0<1 <1 >* >1 >)6+ )>6<*

> ) (B)0,1@11 ><0,1 ><011 <1 >*6>), >16>), >)6,> )>63*

>, ) (B)0,1@32 ><0,1 ><032 1* >*6>), >16), >)6<+ )>623

>< ) (B)011 ><011 ><011 11 >*6>), >16>), >)6, )>632

>1 ) (B)032 ><032 ><032 32 >*6*1, >16*1, >)61) ))6)+

>3 ) (B)0>++ ><0>++ ><0>++ >++ >*6, >16<), >)632 ))62

>2 )1 (B)10*, >30*, >30*, *, >6>), >36*1, >*6 )*61

>,+ )1 (B)10*,@+ >30*, >30+ *16, >6>), >36, >*6,) )*6<>

>,> )1 (B)10+ >30+ >30+ + >6), >36<), >*6,2 )*61

>,) )1 (B)10*,@< >30*, >30< +6, >6), >36<), >*6,3 )*61>

>,* )1 (B)10*,@,+ >30*, >30,+ )6, >6), >36, >*6,, )*6<1

>, )1 (B)10+@< >30+ >30< * >6>), >361, >*6<, )*63,

>,, )1 (B)10*,@,, >30*, >30,, , >6), >36<), >*6<+ )*61,>,< )1 (B)10+@,+ >30+ >30,+ , >6), >36<), >*6<* )*63+

>,1 )1 (B)10< >30< >30< < >6*1, >361, >*61> )*62,

>,3 )1 (B)10+@,, >30+ >30,, 16, >6*1, >361, >*6<1 )*633

>,2 )1 (B)10<@,+ >30< >30,+ 3 >6*1, >361, >*6<2 )*62>

><+ )1 (B)10,+ >30,+ >30,+ ,+ >6*1, >361, >*6<< )*63<

><> )1 (B)10<@,, >30< >30,, ,+6, >6*1, >361, >*61* )*622

><) )1 (B)10+@<, >30+ >30<, ,)6, >6*1, >3631, >*61< )6+

><* )1 (B)10<@<+ >30< >30<+ ,* >6, >3631, >*613 )6+1

>< )1 (B)10,+@<+ >30,+ >30<+ ,, >6*1, >3631, >*61, )6+*

><, )1 (B)10,, >30,, >30,, ,, >6*1, >3631, >*61, )6+)

><< )1 (B)10<@<, >30< >30<, ,,6, >6, >3631, >*63) )6>,

><1 )1 (B)10,,@<, >30,, >30<, <+ >6, >2 >*63 )6>3

><3 )1 (B)10<+ >30<+ >30<+ <+ >6, >2 >*63, )6)+

><2 )1 (B)10<, >30<, >30<, <, >6<), >26>), >*62* )6*

>1+ )1 (B)101> >301> >301> 1> >61, >26), >6+) )6,+

>1> )1 (B)101< >301< >301< 1< >6, >3631, >*63* )6><

>1) )1 (B)103< >303< >303< 3< >6<), >26>), >*62< )6+





dgRoot TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do

>1* )1 (B)1021 >3021 >3021 21 >61, >26*1, >6>) )6<<

>1 )1 (B)10>+< >30>+< >30>+< >+< >631, >26, >6)) )63,

>1, )1 (B)10>>2 >30>>2 >30>>2 >>2 >,6>), >261, >6+ ),6>1

>1< *+ (B*+0 )>0 )>0 ><6, )>6, >,6<2 )16

>11 *+ (B*+0@,+ )>0 )>0,+ 1 ><61, )>6<), >,61, )16,,

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>12 *+ (B*+0@,1 )>0 )>0,1 ,+6, ><631, )>61, >,63 )161+

>3+ *+ (B*+0@<) )>0 )>0<) ,* >16>), )>6<), >,63> )16<<

>3> *+ (B*+0,+@,1 )>0,+ )>0,1 ,*6, >1 )>631, >,62+ )163)

>3) *+ (B*+0@<3 )>0 )>0<3 ,< >16*1, )>61, >,631 )161,

>3* *+ (B*+0,+@<) )>0,+ )>0<) ,< >16<), )>61, >,633 )1611

>3 *+ (B*+0,1 )>0,1 )>0,1 ,1 ><61, )>631, >,622 )1621

>3, *+ (B*+0@1* )>0 )>01* ,36, >2 )>61, >,62> )163*

>3< *+ (B*+0,+@<3 )>0,+ )>0<3 ,2 ><631, )>631, >,62* )1631

>31 *+ (B*+0,+@1* )>0,+ )>01* <>6, >1 )>631, >,621 )162

>33 *+ (B*+0<) )>0<) )>0<) <) ><61, )>631, >,62 )1633

>32 *+ (B*+0,1@<3 )>0,1 )>0<3 <)6, ><631, )) ><6+) )36+)

>2+ *+ (B*+0<)@<3 )>0<) )>0<3 <, ><631, )) >,622 )1621

>2> *+ (B*+0,1@1* )>0,1 )>01* <, ><631, )) ><6+< )36+2

>2) *+ (B*+0,+@3* )>0,+ )>03* <<6, >36*1, )) ><6+ )36+1

>2* *+ (B*+0<)@1* )>0<) )>01* <16, ><631, )) ><6+* )36+,

>2 *+ (B*+0<3 )>0<3 )>0<3 <3 ><631, )) ><6+ )36+1

>2, *+ (B*+0,1@3* )>0,1 )>03* 1+ >1 ))6>), ><6>* )36))

>2< *+ (B*+0<)@3* )>0<) )>03* 1)6, ><631, ))6>), ><6>+ )36>1

>21 *+ (B*+01* )>01* )>01* 1* >1 ))6>), ><6>* )36)>

>23 *+ (B*+01*@3* )>01* )>03* 13 >16>), ))6), ><6)+ )36*>22 *+ (B*+0<3@2* )>0<3 )>02* 3+6, >1 ))6), ><6)* )36*2

)++ *+ (B*+01*@2* )>01* )>02* 3* >16), ))6*1, ><6)1 )361

)+> *+ (B*+03* )>03* )>03* 3* >16>), ))6), ><6)1 )361

)+) *+ (B*+02* )>02* )>02* 2* >16), ))6, ><6) )361)

)+* *+ (B*+0>+> )>0>+> )>0>+> >+> >1 ))6), ><6)) )36*1

)+ *+ (B*+0>>> )>0>>> )>0>>> >>> >16>), ))6*1, ><6** )36,1

)+, *+ (B*+0>)) )>0>)) )>0>)) >)) >16), ))6<), ><6< )363+

)+< *+ (B*+0>*) )>0>*) )>0>*) >*) >16*1, ))61, ><6,3 )26++

)+1 *+ (B*+0>1 )>0>1 )>0>1 >1 >161, )* ><61, )26*>

)+3 *+ (B*+0><< )>0><< )>0><< ><< >36), )*6*1, >16+1 )2631

)+2 *< (B*<0,, )0,, )0,, ,, >3631, )6, >162+ *>6**

)>+ *< (B*<0,,@<) )0,, )0<) ,36, >3631, )6<), >162< *>6

)>> *< (B*<0,,@<3 )0,, )0<3 <>6, >3631, )6<), >162< *>6

)>) *< (B*<0<) )0<) )0<) <) >2 )61, >36+* *>6,<

)>* *< (B*<0<)@<3 )0<) )0<3 <, >2 )61, >36+) *>6,,

)> *< (B*<0,,@1< )0,, )01< <,6, >2 )61, >36+* *>6,<

)>, *< (B*<0<3 )0<3 )0<3 <3 >2 )61, >36+) *>6,





dgRoot TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do

)>< *< (B*<0<)@1< )0<) )01< <2 >2 )631, >36+2 *>6<3

)>1 *< (B*<0,,@3 )0,, )03 <26, >26), )631, >36>+ *>6<2

)>3 *< (B*<0<3@1< )0<3 )01< 1) >2 )631, >36+2 *>6<1

)>2 *< (B*<0<)@3 )0<) )03 1* >26>), )631, >36>< *>63+

))+ *< (B*<01< )01< )01< 1< >26>), )631, >36>< *>63+

))> *< (B*<0<3@3 )0<3 )03 1< >26>), )631, >36>< *>612

))) *< (B*<0<)@2 )0<) )02 13 >26>), ), >36) *>62

))* *< (B*<01<@3 )01< )03 3+ >26>), ), >36)* *>62)

)) *< (B*<0<3@2 )0<3 )02 3> >26>), ), >36) *>62*

)), *< (B*<03 )03 )03 3 >26), ),6>), >36*+ *)6+

))< *< (B*<01<@2 )01< )02 3, )+6, ), >36*> *)6+<

))1 *< (B*<01<@>+* )01< )0>+* 326, >26*1, ),6), >36*2 *)6)>

))3 *< (B*<01<@>+ )01< )0>+ 2+ >26>), ), >36)) *>632

))2 *< (B*<03@>+* )03 )0>+* 2*6, >26*1, ),6*1, >36< *)6**

)*+ *< (B*<03@>+ )03 )0>+ 2 >26), ),6>), >36)3 *)6+>

)*> *< (B*<02 )02 )02 2 >26*1, ),6*1, >36< *)6*)

)*) *< (B*<0>+ )0>+ )0>+ >+ >26), ),6>), >36)1 *>622

)** *< (B*<0>>1 )0>>1 )0>>1 >>1 >26*1, ),6), >36) *)6),

)* *< (B*<0>>1@>*> )0>>1 )0>*> >) )) ),631, >36,+ *)6+

)*, *< (B*<0>*> )0>*> )0>*> >*> >26, ),6, >36,2 *)6,,

)*< *< (B*<0>< )0>< )0>< >< )+ ),61, >3612 *)62+

)*1 *< (B*<0><) )0><) )0><) ><) )+ )< >3623 **6)

)*3 *< (B*<0>1< )0>1< )0>1< >1< )+6, )<6), >26>< **6,<

)*2 + (B+03 )103 )103 3 )>6), )1631, )+6)3 *,6,*

)+ + (B+03@2 )103 )102 32 )>6*1, )3 )+6*< *,6<1

)> + (B+03@>+) )103 )10>+) 2* )>6, )3 )+6* *,613

)) + (B+02 )102 )102 2 )>6*1, )36>), )+6 *,63>

)* + (B+0>+) )10>+) )10>+) >+) )>6, )36), )+6,1 *<6+

) + (B+02@>> )102 )10>> >+ )>6<), )36), )+6,3 *<6+<

), + (B+02@>)2 )102 )10>)2 >>>6, )>61, )36*1, )+61> *<6)3

)< + (B+0>> )10>> )10>> >> )>61, )36, )+61) *<6*+

)1 + (B+0>)2 )10>)2 )10>)2 >)2 ))6>), )361, )+623 *<61<

)3 + (B+0>>@>< )10>> )10>< >*+ )>61, )36, )+61< *<6*<

)2 + (B+0>)2@><> )10>)2 )10><> >, ))6>), )361, )+62< *<61*

),+ + (B+0>< )10>< )10>< >< )>61, )36, )+612 *<6)

),> + (B+0><> )10><> )10><> ><> )) )361, )+62, *<61+

),) + (B+0>13 )10>13 )10>13 >13 ))6, )2 )>6>) *16++

),* + (B+0>2 )10>2 )10>2 >2 ))6), )26*1, )>6* *16+

), , (B,02+ *+02+ *+02+ 2+ )6*1, *+631, ))6) *26)2

),, , (B,02+@22 *+02+ *+022 26, )*6, *+631, ))61 *26*1

),< , (B,022 *+022 *+022 22 )*6<), *> ))6,> *26,

),1 , (B,02+@>+3 *+02+ *+0>+3 22 )*6, *> ))6, *262

),3 , (B,02+@>>< *+02+ *+0>>< >+* )*6, *> ))6<+ *26<>

),2 , (B,022@>+3 *+022 *+0>+3 >+*6, )*6, *> ))6,3 *26,1

)<+ , (B,02+@>) *+02+ *+0>) >+1 )*6<), *>6>), ))6<1 *261)

)<> , (B,022@>>< *+022 *+0>>< >+16, )*6<), *>6>), ))6<, *26<2

)<) , (B,0>+3 *+0>+3 *+0>+3 >+3 )*61, *>6>), ))6<, *26<2

)<* , (B,022@>) *+022 *+0>) >>>6, ) *>6), ))61> *2612





dgRoot TopSection

Root BotSection

!IGHT(B@7t

R$M Std DoNC

R$M Std DoC

MINDo

M$0Do

)< , (B,0>+3@>>< *+0>+3 *+0>>< >>) ) *>6), ))61) *263>

)<, , (B,0>>< *+0>>< *+0>>< >>< )6), *>6), ))612 *262*

)<< , (B,0>+3@>) *+0>+3 *+0>) >>< )6), *>6), ))613 *262>

)<1 , (B,0>) *+0>) *+0>) >) )6, *>6, ))62> +6>

)<3 , (B,0>*) *+0>*) *+0>*) >*) )6, *>6<), )*6+> +6**)<2 ,+ (B,+0>>3 **0>>3 **0>>3 >>3 )<6, *6), )62, *61)

)1+ ,+ (B,+0>*+ **0>*+ **0>*+ >*+ )<6, *6, ),6>* 6+*

)1> ,+ (B,+0>> **0>> **0>> >> )16, **6, ),6)3 6*>

)1) ,+ (B,+0>,) **0>,) **0>,) >,) )3 * ),6* 6,<

)1* ,+ (B,+0><2 **0><2 **0><2 ><2 )16), *6, ),6<3 ,6++

)1 ,+ (B,+0)+> **0)+> **0)+> )+> )361, *6), ),6,1 63>

)1, ,+ (B,+0))> **0))> **0))> ))> )361, *6, ),61< ,6>

)1< ,+ (B,+0)> **0)> **0)> )> )261, *6, ),62, ,63

)11 ,+ (B,+0)<* **0)<* **0)<* )<* )2 *< )<6)) ,62

)13 ,+ (B,+0)2> **0)2> **0)2> )2> )2 *<6), )<6, <6*,

)12 , (B,0>*, *<0>*, *<0>*, >*, )3 *16>), )<622 16*+

)3+ , (B,0>,+ *<0>,+ *<0>,+ >,+ )36, *16*1, )16)) 161+)3> , (B,0><+ *<0><+ *<0><+ ><+ )36, *16<), )16* 162>

)3) , (B,0>1+ *<0>1+ *<0>1+ >1+ )361, *161, )16< 36>)

)3* , (B,0>3) *<0>3) *<0>3) >3) )2 *1631, )16,2 36*

)3 , (B,0)*+ *<0)*+ *<0)*+ )*+ *+ *1 )16)< 161<

)3, <+ (B<+0>2 +0>2 +0>2 >2 *+6, *2631, )26+> ,+63)

)3< ,3 (B,30><1 +0><1 +0><1 ><1 *>6), +6), )26*+ ,>6*

)31 ,3 (B,30>3* +0>3* +0>3* >3* *> +6<), )26<+ ,>63<

)33 <+ (B<+0>22 +0>22 +0>22 >22 *+61, +6*1, )26*< ,>6,

)32 ,3 (B,30)>> +0)>> +0)>> )>> *>6, >6>), )2632 ,)6*3

)2+ ,3 (B,30)>, +0)>, +0)>, )>, *>6, +61, )26<+ ,>63<

)2> <+ (B<+0)*, +0)*, +0)*, )*, *>61, >6*1, *+6> ,)63>

)2) ,3 (B,30) +0) +0) ) *> +61, )26<< ,>621)2* <+ (B,30)2 +0)2 +0)2 )2 *) +6, )262+ ,)6*2

)2 ,3 (B,30)< +0)< +0)< )< *) +6, *+6*1 ,*6))

)2, ,3 (B,30)<3 +0)<3 +0)<3 )<3 *> +6, )2632 ,)6*3

)2< ,3 (B,30)11 +0)11 +0)11 )11 *) +6, *+6> ,)63>

)21 ,3 (B,30)21 +0)21 +0)21 )21 *>631, > *+6), ,*6+>

)23 ,3 (B,30*) +0*) +0*) *) *)6, > *+62 ,*6*

)22 ,3 (B,30*<) +0*<) +0*<) *<) *)6, > *+612 ,*62,

*++ <+ (B<+0)*+ 0)*+ 0)*+ )*+ * *)6,3 ,16+2

*+> <+ (B<+0)<) 0)<) 0)<) )<) * 61, *)632 ,16<)

*+) <+ (B<+0)2+ 0)2+ 0)2+ )2+ *,6), , **6>) ,36+

*+*

*+*+,



Ao8 Name:

Ao8 Num8er: test

Design Mar-: B1

sC/"/1@ doC1)

eC)"/1@

sC/-"F doC1)

eC"F

smartbeam composite cellular beam design.xls

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