SmartBeam Composite Cellular Beam Design.xls
Transcript of SmartBeam Composite Cellular Beam Design.xls
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BEAM MARK 1
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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 $teel
www"cmcsteelproducts"com
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Composite Cellular SmartBeam Design Program
(O$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
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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@$
>+ + N@$
"($NG!UNBR$C!D
(!NGTH
A==6: O;EREH=EE:BEH=;H #H"
:#A=( T#'+
A==6: O;EREH=EE:BEH=;H #H":#A=(B#TT#M+
STUD @MIN
SP$CING
Step 'alue 7or do
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C!((U($R B!$M SUMM$R# SH!!TAo8: test
Date: @),@>< 1:++ $M
Mar- Span Spac Root Beam Castelite S in Do in dg in
I 7t 7t Top Bottom S9ape min maJ min maJ min maJ
o7 .e8
posts 7romeac9 end.it9 >++E
penetration6Remainingposts 2,E
Penetration6
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h /F"//-@*/1
h<tw )0"-F)***-/
0)<(8y+"@ @0"*-11@0*
a C 1"EP10
a<h 0"-//EP1/)
if a<h >1,43 -
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Oh ma9 /*"-/*)/0/
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1 / 0 - @ * )
BEAM $%A'E =E'T% 7E;%T GLMB# AREA =E'T% T7
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GROSS S
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CTION Input: 4TOP GROSS S!CTION
As.bot (in/+ 1"/1* bf (in+ "@ tf (in+ "-@
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Input: 4BOTTOM GROSS S!CTION
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* >, (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<
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, >3 (B>30>@)) >)0> >)0)) >3 2631, >)6, 26)+ >,62<
< >3 (B>30>2 >)0>2 >)0>2 >2 26<), >)6<), 26)* ><6+)
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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*
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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,>
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32 )> (B)>0))@3 >0)) >03 *, >>6>), >6), >+6, >36>2
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2> )> (B)>0*3 >0*3 >0*3 *3 >>6>), >6<), >+61> >36<
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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*
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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*<
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>+) )> (B)>0<>@<3 >0<> >0<3 <6, >>6>), >6, >+6<+ >36<
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>+ )> (B)>0<3 >0<3 >0<3 <3 >>6>), >6, >+6<< >36,<
>+, )> (B)>0<3@1 >0<3 >01 1> >>6), >6<), >+61> >36<
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>> )> (B)>01@22 >01 >022 3<6, >>6), >61, >+61< >361*
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>>< )> (B)>02+ >02+ >02+ 2+ >>6), >6, >+6<, >36,*
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>)+ )> (B)>0>*) >0>*) >0>*) >*) >>61, >,6), >>6>* >26*2
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Cellular Beam sieNominal
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>*3 ) (B)0,@<1 ><0, ><0<1 ,< >)631, ><631, >)6*) )>6,+
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>3 ) (B)0>++ ><0>++ ><0>++ >++ >*6, >16<), >)632 ))62
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>,) )1 (B)10*,@< >30*, >30< +6, >6), >36<), >*6,3 )*61>
>,* )1 (B)10*,@,+ >30*, >30,+ )6, >6), >36, >*6,, )*6<1
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>,3 )1 (B)10+@,, >30+ >30,, 16, >6*1, >361, >*6<1 )*633
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><* )1 (B)10<@<+ >30< >30<+ ,* >6, >3631, >*613 )6+1
>< )1 (B)10,+@<+ >30,+ >30<+ ,, >6*1, >3631, >*61, )6+*
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><1 )1 (B)10,,@<, >30,, >30<, <+ >6, >2 >*63 )6>3
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><2 )1 (B)10<, >30<, >30<, <, >6<), >26>), >*62* )6*
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Cellular Beam sieNominal
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>3+ *+ (B*+0@<) )>0 )>0<) ,* >16>), )>6<), >,63> )16<<
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>3* *+ (B*+0,+@<) )>0,+ )>0<) ,< >16<), )>61, >,633 )1611
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>3, *+ (B*+0@1* )>0 )>01* ,36, >2 )>61, >,62> )163*
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>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+)
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>2> *+ (B*+0,1@1* )>0,1 )>01* <, ><631, )) ><6+< )36+2
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>2* *+ (B*+0<)@1* )>0<) )>01* <16, ><631, )) ><6+* )36+,
>2 *+ (B*+0<3 )>0<3 )>0<3 <3 ><631, )) ><6+ )36+1
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)+, *+ (B*+0>)) )>0>)) )>0>)) >)) >16), ))6<), ><6< )363+
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Cellular Beam sieNominal
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