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neral Public Licenseer version!
NT(; without even theSee the GNU
"ram; if not write to
4 US'
eral Public Licenser version!
T(; without even theSee the GNU
am; if not write to
US'
assumes allees to verify theectation of accuracy
ave the basicodes and principles of
ments listed in thein the use or output
+ 8NL&'8 'N8 ,&N8$T$&NS!
ssumes alles to verify thectation of accuracy
ve the basicdes and principles of
ents listed in then the use or output
8NL&'8N8 ,&N8$T$&NS!
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This Workbook does not take the place of the AISC Manual of Steel
If you are going to use this workbook, B! T"# MA$
the input and output of the spreadsheets.
To report codin" errors
Send email to Steel3Lin5
&ersion '.(.)
pdated to &ersion (*.( Shapes +atabas
#ery user of this workbook should use the latest Manual o
Construction design e-aples to erify that the user under
This wor5boo5 re9uires proper installation of the file '$S,ed! Then clic5 on the appropriate tab at the bottom of the screen that with the
,onnections $ Fi"ures!P8F! +nter data in the shaded cells in the format as noted! +aspreadsheet will determine if the connection is ade9uate for the applied load! For conade9uate some error will be noted alon" with a brief e7planation as to what needs toerrors such as not usin" the correct number of bolts are assumed to be intuitive ?i!e!of bolts@!
+ach spreadsheet is set to print the results to your default printer! Aust clic5 the print i
To use this wor5boo5 open the ,onnections $ Fi"ures!P8F file and determine the conanaly>ed! Then clic5 on the appropriate tab at the bottom of the screen that with the sa,onnections $ Fi"ures!P8F! +nter data in the shaded cells in the format as noted! +ac
spreadsheet will determine if the connection is ade9uate for the applied load! For connade9uate some error will be noted alon" with a brief e7planation as to what needs toerrors such as not usin" the correct number of bolts are assumed to be intuitive ?i!e! iof bolts@!
+ach spreadsheet is set to print the results to your default printer! Aust clic5 the print ic
-olt Len"ths are calculated in accordance with the //B '$S, +n"ineerin" Aournal pLength for High-Strength Bolts by ,harlie ,arter! 'll calculated len"ths are rounded uhi"hest :C inch increment!
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Construction.
%.
*inimum -olt Len"ths
0: C 2
4: D 2 : C
2 : 2
: D 0
: C 0
f Steel
tands
om the 'mericanisters the needed
m the 'mericanters the needed
nection type to beame tab noted in the
h individualnections that are notbe chan"ed! &therincrease the number
con on the menu bar!
ection type to beme tab noted in theindividual
ections that are note chan"ed! &thercrease the number
on on the menu bar!
per Specifying Boltp to the ne7t
These are the minimum bolt len"ths that merectors use! They are listed here and referbolt len"th calculations!
$f you have any preferences that differ fromlen"ths chan"e these cells! Aust enter thedecimal inches!
These are the minimum bolt len"ths that merectors use! They are listed here and referbolt len"th calculations!
$f you have any preferences that differ fromlen"ths chan"e these cells! Aust enter thedecimal inches!
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st lar"ered to all the
theseolt len"th in
st lar"eed to all the
theseolt len"th in
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AIS
'$S, +8$Type *anual Nomenclature
*etric-eam #D70. #D70. Type
#+I/Std/$oenclature
'n"le LC703:27:C LC703:27:C AISC/Manual/%abel
T/1
%SS %SSD7D7:C %SSD7D7!2.1 W
A
d
Ht
hOD
B
b
ID
t
x
y
b/t
D/t
d det
bf
bfdet
t w
t wdet
t wdet
/ '
t f
t fdet
t nom
t des
des
det
(
eo
x !
y !
bf / 't
f
b/t des
h/t w
h/t des
I x
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"
C
H
tan234
# x
S x
r x
I y
# y
S y r
y
I $
r $
S $
C w
W no
S w (
S w 'S
w 5
% f
% w
r o
% s
I w
$ A
$ B
$ C w
A
w B
w C
S wA
S wB
S wC
S $A
S $B
S $C
r tsh
o
& A
& B
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C/S#A0C".+%%
#nter Test "ere "SS*6(7'-*6(7'-.'8) sing #+I $oenclature
hapes 8atabase EC!
*+T)$, E'LU+ 33
T(P+ E'LU+ 33
+8$
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JI E'LU+
SI E'LU+
)I E'LU+ in
$( E'LU+
J( E'LU+
S( E'LU+)( E'LU+ in
$J E'LU+
)J E'LU+ in
SJ E'LU+
A E'LU+
,# E'LU+
, E'LU+
#N& E'LU+
S# E'LU+
S#2 E'LU+
S#0 E'LU+KF E'LU+
K# E'LU+
)& E'LU+ in
% E'LU+ 33
T'N
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8esi"n 'S8 #F #CCI00. #T #T22IB4!. %SS
L)F8 #CCI2/1 #T22IC.
#CCI2B2 #T22I0
#CCI201 #T22I.-olts 0:C #C1I./0 #T21I2/B!.
4:D #C1I.10 #T21I2.!.
#C1IC0 #T21I2.!.
:D #C1I0/4 #T21I/D!.
:C #C1I042 #T21IDB
#C1I0B2 #T21ID
%oles ST8 #C1I02C #T21IB2
SSLT #C1I2/4 #T21ICD!.
#C1I244 #T21I0D!.
Plate 0:B #C1I2C/ #T21I2C!.
:C #C1I2. #T21I14!.
.:B #C1I// #T21I//!.0:D #C1I0/2 #T21I/B
4:B #C1I00 #T21IB.!.
:2 #C1I024 #T21IB0!.
.:D #C1I2/C #T21IC4
0:C #C1I24D #T21I0/
#C1I2BC #T21I02
a 2 :2 #C1I20. #T21I4!.
0 #C1I2 #T21I1.!.
0 :2 #C1ID0 #T21I/!.
#C1IB4 #T21ID0!.
-or, - #C1IC/ #T21I4C!., #0BIB.2 #TDI02B
#0BI.2/ #TDI2BC!.
For# #0BICD4 #TDI2C0!.
F #0BICC #TDI221!.
# #0BI0/. #TDI/4!.
#0BI0B #TDID1!.
#0BI001 #TDIB.
#0BI012 #TDI.
#0BI2D2 #TDIC
#0BI2B2 #TDI0
#0BI2C4 #TDI20!.#0BI20 #TDI.!.
Setbac5 :C #0BI2.B #TDI2D
0:D #0BI202 #TDIB
:2 #0BI21 #TDI1.
.:D #0BI/C #TDI/4
0:C #0BID2 #TDI/
4:D #0BI41 #TDID.
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#0BIB1 #TDID1
#0BI.1 #TDI4.
Shelf 1 #0BI0. #TDIB4!.
:C #00I0D4 #TB!.I/0!.
0:D #00I0.C #TB!.I44
:2 #00I0D #TB!.I./.:D #00I2/ #TB!.IC.!.
0:C #00I2B0 #TB!.I0!.
4:D #00I2C #TB!.I21!.
#00I22 #TB!.I1!.
#00I21 #TB!.I11!.
#00IB/ #TB!.IDC!.
No
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#DIC0 #T/I4!.
#DI01 #T/IB.
#DI/ #T/I./!.
#DI1B #T/I.0
#DI/4 #T/ICD!.
#DIDB #T/IC0
#DI4B #T/I0D#DI4 #T/I0.!.
#DIB. #T/I02!.
#DIB1 #T/I01
#DI.. #T/I24!.
#DI.1 #T/I2.
#DICB #T/I20
#DIC1 #T/I21
#DI0. #T/I4!.
#BI11 #TDI.1
#BID/ #TDICC!.
#BI44 #TDI0D!.
#BIB4 #TDI00!.#BI.4 #TDI2D!.
#BI.1 #TDI2.
#BIC. #TDI22!.
#BIC1 #TDI21
#BI0B #TDID
#BI0 #TDI.!.
#BI2B #TDI0
#CI401 #T4I0B.
#CIBB. #T4I002!.
#CIB1. #T4I012!.
#CI..1 #T4I24.
#CI.11 #T4I2.1#CIC.. #T4I224!.
#CIC2B #T4I20
#CI0/D #T4I//
#CI041 #T4ID.
#CI0C2 #T4I4
#CI0 #T4I..!.
#CI2D0 #T4IC!.
#CI2.4 #T4I2D!.
#CI200 #T4IB!.
#CI2 #T4I1.!.
#CI/0 #T4I/B!.
#CI4B #T4IDD#CI./ #T4I4/!.
#CIC. #T4I42!.
#CI02 #T4IBB
#CI21 #T4IB1
#CI1/ #T4I.C!.
#CI// #T4IC/!.
#CI/1 #T4IC.
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#CID2 #T4IC
#CI4C #T4I04
#CIBD #T4I0C
#CIB #T4I01!.
#CI.0 #T4I2B!.
#CICD #T4I2C
#CIC0 #T4I2!.#CI0D #T4I/
#CI0C #T4I4
#CI01 #T4I.
#CI2B #T4I0
#CI22 #T4I
#2I00B #TBIBD
#2I01. #TBI.2!.
#2I24/ #TBI0/!.
#2I2.2 #TBI2B
#2I201 #TBI.
#2I21 #TBI1.
#2I/1 #TBI/.#2I41 #TBID.
#2I.2 #TBI4B
#2I0B #TBIBD
#2I21 #TBIB1
#2I1B #TBI.0
#2I/B #TBICD
#2ID4 #TBIC0!.
#2I4/ #TBI0/!.
#2I42 #TBI0B
#2IB. #TBI02!.
#2I.D #TBI2/
#2I.0 #TBI2B!.#2I.1 #TBI2.
#2IC. #TBI22!.
#2IC1 #TBI21
#2I0. #TBI4!.
#2I01 #TBI.
#2I2B #TBI0
#2I22 #TBI
#2I/ #TBI/!.
#2IB #TBID
#2IC #TBI4
#1I2 #T.I.B
#1I11 #T.I.1#1IDD #T.ICC
#1I44 #T.I0D!.
#1IBD #T.I0C
#1IB1 #T.I01
#1I.C #T.I24
#1IC/ #T.I2C!.
#1IC. #T.I22!.
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#1I0/ #T.I/!.
#1I00 #T.IB!.
#1I01 #T.I.
#1I2B #T.I0
#1I22 #T.I
#1I/ #T.I/!.
#1I4 #T.ID!.#1I. #T.I4!.
#1I2 #T.IB
#DIB4 #TCI00!.
#DI.D #TCI2/
#DICD #TCI2C
#DIC1 #TCI21
#DI0. #TCI4!.
#DI0 #TCI.!.
#DI2D #TCIC
#DI2C #TCI2
#DI2 #TCI1!.
#DID #TCI/#DI. #TCI4!.
#DI0 #TCIB!.
#DI1 #TCI.
#BI2. #T0I2!.
#BI21 #T0I1
#BI. #T0I4!.
#BIB #T0ID
#BI2 #T0IB
#BI/ #T0IC!.
#BID!. #T0IC!2.
#.I/ #T2!.I/!.
#.IB #T2!.ID#CI0 #T2IB!.
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%SS21I2I.:D %SS21I2I!B2. 'n"le LDIDI3:D
%SS21I2I:2 %SS21I2I!.11 LDIDI
%SS21I2I0:D %SS21I2I!04. LDIDI4:D
%SS21I2I.:B %SS21I2I!00 LDIDI0:C%SS21IDI.:D %SS21IDI!B2. LDIDI.:D
%SS21IDI:2 %SS21IDI!.11 LDIDI/:B
%SS21IDI0:D %SS21IDI!04. LDIDI:2
%SS21IDI.:B %SS21IDI!00 LDIBI
%SS21ICI:2 %SS21ICI!.11 LDIBI4:D
%SS21ICI0:D %SS21ICI!04. LDIBI0:C
%SS21ICI.:B %SS21ICI!00 LDIBI.:D
%SS21ICI:C %SS21ICI!2.1 LDIBI/:B
%SSDIBI.:D %SSDIBI!B2. LDIBI:2
%SSDIBI:2 %SSDIBI!.11 LDIBI4:B
%SSDIBI0:D %SSDIBI!04. LDICI
%SSDIBI.:B %SSDIBI!00 LDICI4:D%SSDIBI:C %SSDIBI!2.1 LDICI0:C
%SSBIBI.:D %SSBIBI!B2. LDICI.:D
%SSBIBI:2 %SSBIBI!.11 LDICI/:B
%SSBIBI0:D %SSBIBI!04. LDICI:2
%SSBIBI.:B %SSBIBI!00 LDICI4:B
%SSBI2I.:D %SSBI2I!B2. L4ICI0:C
%SSBI2I:2 %SSBI2I!.11 L4ICI.:D
%SSBI2I0:D %SSBI2I!04. L4ICI:2
%SSBI2I.:B %SSBI2I!00 L4ICI4:B
%SSBIDI.:D %SSBIDI!B2. L4ICI0:D
%SSBIDI:2 %SSBIDI!.11 LBIBI%SSBIDI0:D %SSBIDI!04. LBIBI4:D
%SSBIDI.:B %SSBIDI!00 LBIBI0:C
%SSBIDI:C %SSBIDI!2.1 LBIBI.:D
%SSBICI.:D %SSBICI!B2. LBIBI/:B
%SSBICI:2 %SSBICI!.11 LBIBI:2
%SSBICI0:D %SSBICI!04. LBIBI4:B
%SSBICI.:B %SSBICI!00 LBIBI0:D
%SSBICI:C %SSBICI!2.1 LBIBI.:B
%SSBICI0:B %SSBICI!DD LBICI4:D
%SSCICI.:D %SSCICI!B2. LBICI0:C
%SSCICI:2 %SSCICI!.11 LBICI.:D%SSCICI0:D %SSCICI!04. LBICI/:B
%SSCICI.:B %SSCICI!00 LBICI:2
%SSCI1I.:D %SSCI1I!B2. LBICI4:B
%SSCI1I:2 %SSCI1I!.11 LBICI0:D
%SSCI1I0:D %SSCI1I!04. LBICI.:B
%SSCI1I.:B %SSCI1I!00 LBI03:2I:2
%SSCI1I:C %SSCI1I!2.1 LBI03:2I0:D
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%SSCIBI.:D %SSCIBI!B2. LBI03:2I.:B
%SSCIBI:2 %SSCIBI!.11 L.I.I4:D
%SSCIBI0:D %SSCIBI!04. L.I.I0:C
%SSCIBI.:B %SSCIBI!00 L.I.I.:D
%SSCIBI:C %SSCIBI!2.1 L.I.I:2
%SSCIBI0:B %SSCIBI!DD L.I.I4:B%SSCICI.:D %SSCICI!B2. L.I.I0:D
%SSCICI:2 %SSCICI!.11 L.I.I.:B
%SSCICI0:D %SSCICI!04. L.I03:2I0:C
%SSCICI.:B %SSCICI!00 L.I03:2I.:D
%SSCICI:C %SSCICI!2.1 L.I03:2I:2
%SSCICI0:B %SSCICI!DD L.I03:2I0:D
%SS2I2I.:D %SS2I2I!B2. L.I03:2I.:B
%SS2I2I:2 %SS2I2I!.11 L.I03:2I:C
%SS2I2I0:D %SS2I2I!04. L.I0I:2
%SS2I2I.:B %SS2I2I!00 L.I0I4:B
%SS2I2I:C %SS2I2I!2.1 L.I0I0:D%SS2I2I0:B %SS2I2I!DD L.I0I.:B
%SS2I1I:2 %SS2I1I!.11 L.I0I:C
%SS2I1I0:D %SS2I1I!04. LCICI0:C
%SS2I1I.:B %SS2I1I!00 LCICI.:D
%SS2I1I:C %SS2I1I!2.1 LCICI:2
%SS2IDI.:D %SS2IDI!B2. LCICI4:B
%SS2IDI:2 %SS2IDI!.11 LCICI0:D
%SS2IDI0:D %SS2IDI!04. LCICI.:B
%SS2IDI.:B %SS2IDI!00 LCICI:C
%SS2IDI:C %SS2IDI!2.1 LCI03:2I:2
%SS2IDI0:B %SS2IDI!DD LCI03:2I0:D%SS2IBI.:D %SS2IBI!B2. LCI03:2I.:B
%SS2IBI:2 %SS2IBI!.11 LCI03:2I:C
%SS2IBI0:D %SS2IBI!04. LCI0I.:D
%SS2IBI.:B %SS2IBI!00 LCI0I:2
%SS2IBI:C %SS2IBI!2.1 LCI0I0:D
%SS2IBI0:B %SS2IBI!DD LCI0I.:B
%SS2ICI.:D %SS2ICI!B2. LCI0I:C
%SS2ICI:2 %SS2ICI!.11 L03:2I03:2I:2
%SS2ICI0:D %SS2ICI!04. L03:2I03:2I4:B
%SS2ICI.:B %SS2ICI!00 L03:2I03:2I0:D
%SS2ICI:C %SS2ICI!2.1 L03:2I03:2I.:B
%SS2ICI0:B %SS2ICI!DD L03:2I03:2I:C
%SS2I03:2I0:D %SS2I03:2I!04. L03:2I0I:2
%SS2I03:2I.:B %SS2I03:2I!00 L03:2I0I4:B
%SS2I0I.:B %SS2I0I!00 L03:2I0I0:D
%SS2I0I:C %SS2I0I!2.1 L03:2I0I.:B
%SS2I0I0:B %SS2I0I!DD L03:2I0I:C
%SS2I2I.:B %SS2I2I!00 L03:2I23:2I:2
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%SS2I2I:C %SS2I2I!2.1 L03:2I23:2I0:D
%SS2I2I0:B %SS2I2I!DD L03:2I23:2I.:B
%SS1I1I.:D %SS1I1I!B2. L03:2I23:2I:C
%SS1I1I:2 %SS1I1I!.11 L0I0I:2
%SS1I1I0:D %SS1I1I!04. L0I0I4:B
%SS1I1I.:B %SS1I1I!00 L0I0I0:D
%SS1I1I:C %SS1I1I!2.1 L0I0I.:B%SS1I1I0:B %SS1I1I!DD L0I0I:C
%SS1IDI.:D %SS1IDI!B2. L0I0I0:B
%SS1IDI:2 %SS1IDI!.11 L0I23:2I:2
%SS1IDI0:D %SS1IDI!04. L0I23:2I4:B
%SS1IDI.:B %SS1IDI!00 L0I23:2I0:D
%SS1IDI:C %SS1IDI!2.1 L0I23:2I.:B
%SS1IDI0:B %SS1IDI!DD L0I23:2I:C
%SS1IBI.:D %SS1IBI!B2. L0I23:2I0:B
%SS1IBI:2 %SS1IBI!.11 L0I2I:2
%SS1IBI0:D %SS1IBI!04. L0I2I0:D
%SS1IBI.:B %SS1IBI!00 L0I2I.:B
%SS1IBI:C %SS1IBI!2.1 L0I2I:C%SS1IBI0:B %SS1IBI!DD L0I2I0:B
%SS1I.I0:D %SS1I.I!04. L23:2I23:2I:2
%SS1I.I.:B %SS1I.I!00 L23:2I23:2I0:D
%SS1I.I:C %SS1I.I!2.1 L23:2I23:2I.:B
%SS1I.I0:B %SS1I.I!DD L23:2I23:2I:C
%SS1ICI.:D %SS1ICI!B2. L23:2I23:2I0:B
%SS1ICI:2 %SS1ICI!.11 L23:2I2I0:D
%SS1ICI0:D %SS1ICI!04. L23:2I2I.:B
%SS1ICI.:B %SS1ICI!00 L23:2I2I:C
%SS1ICI:C %SS1ICI!2.1 L23:2I2I0:B
%SS1ICI0:B %SS1ICI!DD L23:2I3:2I:C
%SS1ICI:D %SS1ICI!2. L23:2I3:2I0:B%SS1I03:2I:2 %SS1I03:2I!.11 L2I2I0:D
%SS1I03:2I0:D %SS1I03:2I!04. L2I2I.:B
%SS1I03:2I.:B %SS1I03:2I!00 L2I2I:C
%SS1I03:2I:C %SS1I03:2I!2.1 L2I2I0:B
%SS1I03:2I0:B %SS1I03:2I!DD L2I2I:D
%SS1I03:2I:D %SS1I03:2I!2.
%SS1I0I0:D %SS1I0I!04.
%SS1I0I.:B %SS1I0I!00
%SS1I0I:C %SS1I0I!2.1
%SS1I0I0:B %SS1I0I!DD
%SS1I0I:D %SS1I0I!2.
%SS1I2I0:D %SS1I2I!04.%SS1I2I.:B %SS1I2I!00
%SS1I2I:C %SS1I2I!2.1
%SS1I2I0:B %SS1I2I!DD
%SS1I2I:D %SS1I2I!2.
%SS/I/I.:D %SS/I/I!B2.
%SS/I/I:2 %SS/I/I!.11
%SS/I/I0:D %SS/I/I!04.
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%SS/I/I.:B %SS/I/I!00
%SS/I/I:C %SS/I/I!2.1
%SS/I/I0:B %SS/I/I!DD
%SS/I/I:D %SS/I/I!2.
%SS/I4I.:D %SS/I4I!B2.
%SS/I4I:2 %SS/I4I!.11
%SS/I4I0:D %SS/I4I!04.%SS/I4I.:B %SS/I4I!00
%SS/I4I:C %SS/I4I!2.1
%SS/I4I0:B %SS/I4I!DD
%SS/I.I.:D %SS/I.I!B2.
%SS/I.I:2 %SS/I.I!.11
%SS/I.I0:D %SS/I.I!04.
%SS/I.I.:B %SS/I.I!00
%SS/I.I:C %SS/I.I!2.1
%SS/I.I0:B %SS/I.I!DD
%SS/I0I:2 %SS/I0I!.11
%SS/I0I0:D %SS/I0I!04.
%SS/I0I.:B %SS/I0I!00%SS/I0I:C %SS/I0I!2.1
%SS/I0I0:B %SS/I0I!DD
%SSDIDI.:D %SSDIDI!B2.
%SSDIDI:2 %SSDIDI!.11
%SSDIDI0:D %SSDIDI!04.
%SSDIDI.:B %SSDIDI!00
%SSDIDI:C %SSDIDI!2.1
%SSDIDI0:B %SSDIDI!DD
%SSDIDI:D %SSDIDI!2.
%SSDIBI.:D %SSDIBI!B2.
%SSDIBI:2 %SSDIBI!.11
%SSDIBI0:D %SSDIBI!04.%SSDIBI.:B %SSDIBI!00
%SSDIBI:C %SSDIBI!2.1
%SSDIBI0:B %SSDIBI!DD
%SSDICI.:D %SSDICI!B2.
%SSDICI:2 %SSDICI!.11
%SSDICI0:D %SSDICI!04.
%SSDICI.:B %SSDICI!00
%SSDICI:C %SSDICI!2.1
%SSDICI0:B %SSDICI!DD
%SSDICI:D %SSDICI!2.
%SSDI0I:2 %SSDI0I!.11
%SSDI0I0:D %SSDI0I!04.%SSDI0I.:B %SSDI0I!00
%SSDI0I:C %SSDI0I!2.1
%SSDI0I0:B %SSDI0I!DD
%SSDI0I:D %SSDI0I!2.
%SSDI2I0:D %SSDI2I!04.
%SSDI2I.:B %SSDI2I!00
%SSDI2I:C %SSDI2I!2.1
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%SSDI2I0:B %SSDI2I!DD
%SSDI2I:D %SSDI2I!2.
%SS4I4I.:D %SS4I4I!B2.
%SS4I4I:2 %SS4I4I!.11
%SS4I4I0:D %SS4I4I!04.
%SS4I4I.:B %SS4I4I!00
%SS4I4I:C %SS4I4I!2.1%SS4I4I0:B %SS4I4I!DD
%SS4I4I:D %SS4I4I!2.
%SS4I.I:2 %SS4I.I!.11
%SS4I.I0:D %SS4I.I!04.
%SS4I.I.:B %SS4I.I!00
%SS4I.I:C %SS4I.I!2.1
%SS4I.I0:B %SS4I.I!DD
%SS4I.I:D %SS4I.I!2.
%SS4ICI:2 %SS4ICI!.11
%SS4ICI0:D %SS4ICI!04.
%SS4ICI.:B %SS4ICI!00
%SS4ICI:C %SS4ICI!2.1%SS4ICI0:B %SS4ICI!DD
%SS4ICI:D %SS4ICI!2.
%SS4I0I:2 %SS4I0I!.11
%SS4I0I0:D %SS4I0I!04.
%SS4I0I.:B %SS4I0I!00
%SS4I0I:C %SS4I0I!2.1
%SS4I0I0:B %SS4I0I!DD
%SS4I0I:D %SS4I0I!2.
%SS4I2I:C %SS4I2I!2.1
%SS4I2I0:B %SS4I2I!DD
%SS4I2I:D %SS4I2I!2.
%SSBIBI.:D %SSBIBI!B2.%SSBIBI:2 %SSBIBI!.11
%SSBIBI0:D %SSBIBI!04.
%SSBIBI.:B %SSBIBI!00
%SSBIBI:C %SSBIBI!2.1
%SSBIBI0:B %SSBIBI!DD
%SSBIBI:D %SSBIBI!2.
%SSBI.I:2 %SSBI.I!.11
%SSBI.I0:D %SSBI.I!04.
%SSBI.I.:B %SSBI.I!00
%SSBI.I:C %SSBI.I!2.1
%SSBI.I0:B %SSBI.I!DD
%SSBI.I:D %SSBI.I!2.%SSBICI:2 %SSBICI!.11
%SSBICI0:D %SSBICI!04.
%SSBICI.:B %SSBICI!00
%SSBICI:C %SSBICI!2.1
%SSBICI0:B %SSBICI!DD
%SSBICI:D %SSBICI!2.
%SSBI0I:2 %SSBI0I!.11
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%SSBI0I0:D %SSBI0I!04.
%SSBI0I.:B %SSBI0I!00
%SSBI0I:C %SSBI0I!2.1
%SSBI0I0:B %SSBI0I!DD
%SSBI0I:D %SSBI0I!2.
%SSBI2I0:D %SSBI2I!04.
%SSBI2I.:B %SSBI2I!00%SSBI2I:C %SSBI2I!2.1
%SSBI2I0:B %SSBI2I!DD
%SSBI2I:D %SSBI2I!2.
SS.3:2I.3:2I0:DSS.3:2I.3:2I!04.
SS.3:2I.3:2I.: SS.3:2I.3:2I!00
SS.3:2I.3:2I:CSS.3:2I.3:2I!2.1
SS.3:2I.3:2I0: SS.3:2I.3:2I!DD
SS.3:2I.3:2I:DSS.3:2I.3:2I!2.
%SS.I.I:2 %SS.I.I!.11
%SS.I.I0:D %SS.I.I!04.
%SS.I.I.:B %SS.I.I!00
%SS.I.I:C %SS.I.I!2.1%SS.I.I0:B %SS.I.I!DD
%SS.I.I:D %SS.I.I!2.
%SS.ICI:2 %SS.ICI!.11
%SS.ICI0:D %SS.ICI!04.
%SS.ICI.:B %SS.ICI!00
%SS.ICI:C %SS.ICI!2.1
%SS.ICI0:B %SS.ICI!DD
%SS.ICI:D %SS.ICI!2.
%SS.I0I:2 %SS.I0I!.11
%SS.I0I0:D %SS.I0I!04.
%SS.I0I.:B %SS.I0I!00
%SS.I0I:C %SS.I0I!2.1%SS.I0I0:B %SS.I0I!DD
%SS.I0I:D %SS.I0I!2.
%SS.I23:2I:C %SS.I23:2I!2.1
%SS.I23:2I0:B %SS.I23:2I!DD
%SS.I23:2I:D %SS.I23:2I!2.
%SS.I2I0:D %SS.I2I!04.
%SS.I2I.:B %SS.I2I!00
%SS.I2I:C %SS.I2I!2.1
%SS.I2I0:B %SS.I2I!DD
%SS.I2I:D %SS.I2I!2.
SSC3:2IC3:2I:2SSC3:2IC3:2I!.11
SSC3:2IC3:2I0:DSSC3:2IC3:2I!04.SSC3:2IC3:2I.: SSC3:2IC3:2I!00
SSC3:2IC3:2I:CSSC3:2IC3:2I!2.1
SSC3:2IC3:2I0: SSC3:2IC3:2I!DD
SSC3:2IC3:2I:DSSC3:2IC3:2I!2.
%SSCICI:2 %SSCICI!.11
%SSCICI0:D %SSCICI!04.
%SSCICI.:B %SSCICI!00
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%SSCICI:C %SSCICI!2.1
%SSCICI0:B %SSCICI!DD
%SSCICI:D %SSCICI!2.
%SSCI0I0:D %SSCI0I!04.
%SSCI0I.:B %SSCI0I!00
%SSCI0I:C %SSCI0I!2.1
%SSCI0I0:B %SSCI0I!DD%SSCI0I:D %SSCI0I!2.
%SSCI23:2I0:D %SSCI23:2I!04.
%SSCI23:2I.:B %SSCI23:2I!00
%SSCI23:2I:C %SSCI23:2I!2.1
%SSCI23:2I0:B %SSCI23:2I!DD
%SSCI23:2I:D %SSCI23:2I!2.
%SSCI2I0:D %SSCI2I!04.
%SSCI2I.:B %SSCI2I!00
%SSCI2I:C %SSCI2I!2.1
%SSCI2I0:B %SSCI2I!DD
%SSCI2I:D %SSCI2I!2.
SS03:2I03:2I0:DSS03:2I03:2I!04.SS03:2I03:2I.: SS03:2I03:2I!00
SS03:2I03:2I:CSS03:2I03:2I!2.1
SS03:2I03:2I0: SS03:2I03:2IDD
SS03:2I03:2I:DSS03:2I03:2I!2.
SS03:2I23:2I0:DSS03:2I23:2I!04.
SS03:2I23:2I.: SS03:2I23:2I!00
SS03:2I23:2I:CSS03:2I23:2I!2.1
SS03:2I23:2I0: SS03:2I23:2I!DD
SS03:2I23:2I:DSS03:2I23:2I!2.
%SS03:2I2I:C %SS03:2I2I!2.1
%SS03:2I2I0:B %SS03:2I2I!DD
%SS03:2I2I:D %SS03:2I2I!2.SS03:2I3:2I:CSS03:2I3:2I!2.1
SS03:2I3:2I0: SS03:2I3:2I!DD
SS03:2I3:2I:DSS03:2I3:2I!2.
%SS0I0I0:D %SS0I0I!04.
%SS0I0I.:B %SS0I0I!00
%SS0I0I:C %SS0I0I!2.1
%SS0I0I0:B %SS0I0I!DD
%SS0I0I:D %SS0I0I!2.
%SS0I23:2I.:B %SS0I23:2I!00
%SS0I23:2I:C %SS0I23:2I!2.1
%SS0I23:2I0:B %SS0I23:2I!DD
%SS0I23:2I:D %SS0I23:2I!2.%SS0I2I.:B %SS0I2I!00
%SS0I2I:C %SS0I2I!2.1
%SS0I2I0:B %SS0I2I!DD
%SS0I2I:D %SS0I2I!2.
%SS0I3:2I:C %SS0I3:2I!2.1
%SS0I3:2I0:B %SS0I3:2I!DD
%SS0I3:2I:D %SS0I3:2I!2.
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%SS0II0:B %SS0II!DD
%SS0II:D %SS0II!2.
SS23:2I23:2I.: SS23:2I23:2I!00
SS23:2I23:2I:CSS23:2I23:2I!2.1
SS23:2I23:2I0: SS23:2I23:2I!DD
SS23:2I23:2I:DSS23:2I23:2I!2.
%SS23:2I2I:C %SS23:2I2I!2.1%SS23:2I2I0:B %SS23:2I2I!DD
%SS23:2I2I:D %SS23:2I2I!2.
SS23:2I3:2I:CSS23:2I3:2I!2.1
SS23:2I3:2I0: SS23:2I3:2I!DD
SS23:2I3:2I:DSS23:2I3:2I!2.
%SS23:2II0:B %SS23:2II!DD
%SS23:2II:D %SS23:2II!2.
SS23:CI23:CI:CSS23:CI23:CI!2.1
SS23:CI23:CI0: SS23:CI23:CI!DD
SS23:CI23:CI:DSS23:CI23:CI!2.
%SS23:CI2I0:B %SS23:CI2I!DD
%SS23:CI2I:D %SS23:CI2I!2.%SS2I2I:C %SS2I2I!2.1
%SS2I2I0:B %SS2I2I!DD
%SS2I2I:D %SS2I2I!2.
%SS2I3:2I0:B %SS2I3:2I!DD
%SS2I3:2I:D %SS2I3:2I!2.
%SS2II0:B %SS2II!DD
%SS2II:D %SS2II!2.
%SS21I1!.11 %SS21I!.11
%SS21I1!04. %SS21I!04.
%SSDI1!.11 %SSDI!.11
%SSDI1!04. %SSDI!04.
%SSBI1!B2. %SSBI!B2.%SSBI1!.11 %SSBI!.11
%SSBI1!C0D %SSBI!C0D
%SSBI1!04. %SSBI!04.
%SSBI1!02 %SSBI!02
%SSBI1!2.1 %SSBI!2.1
%SSCI1!B2. %SSCI!B2.
%SSCI1!.11 %SSCI!.11
%SSCI1!04. %SSCI!04.
%SSCI1!02 %SSCI!02
%SSCI1!2.1 %SSCI!2.1
%SS2!4.1I1!.11 %SS2!4.I!.11
%SS2!4.1I1!04. %SS2!4.I!04.%SS2!4.1I1!2.1 %SS2!4.I!2.1
%SS1!4.1I1!.11 %SS1!4.I!.11
%SS1!4.1I1!04. %SS1!4.I!04.
%SS1!4.1I1!2.1 %SS1!4.I!2.1
%SS1I1!B2. %SS1I!B2.
%SS1I1!.11 %SS1I!.11
%SS1I1!04. %SS1I!04.
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%SS1I1!02 %SS1I!02
%SS1I1!2.1 %SS1I!2.1
%SS1I1!DD %SS1I!DD
%SS/!B2.I1!.11 %SS/!B2.I!.11
%SS/!B2.I1!04. %SS/!B2.I!04.
%SS/!B2.I1!02 %SS/!B2.I!02
%SS/!B2.I1!2.1 %SS/!B2.I!2.1%SS/!B2.I1!DD %SS/!B2.I!DD
%SSD!B2.I1!B2. %SSD!B2.I!B2.
%SSD!B2.I1!.11 %SSD!B2.I!.11
%SSD!B2.I1!04. %SSD!B2.I!04.
%SSD!B2.I1!022 %SSD!B2.I!022
%SSD!B2.I1!2.1 %SSD!B2.I!2.1
%SSD!B2.I1!DD %SSD!B2.I!DD
%SS4!B2.I1!04. %SS4!B2.I!04.
%SS4!B2.I1!02D %SS4!B2.I!02D
%SS4!.11I1!.11 %SS4!.I!.11
%SS4!.11I1!04. %SS4!.I!04.
%SS4!.11I1!02 %SS4!.I!02%SS4!.11I1!2.1 %SS4!.I!2.1
%SS4!.11I1!DD %SS4!.I!DD
%SS4I1!.11 %SS4I!.11
%SS4I1!04. %SS4I!04.
%SS4I1!02 %SS4I!02
%SS4I1!2.1 %SS4I!2.1
%SS4I1!DD %SS4I!DD
%SS4I1!2. %SS4I!2.
%SSB!D4.I1!.11 %SSB!D4.I!.11
%SSB!D4.I1!04. %SSB!D4.I!04.
%SSB!D4.I1!02 %SSB!D4.I!02
%SSB!D4.I1!2.1 %SSB!D4.I!2.1%SSB!D4.I1!DD %SSB!D4.I!DD
%SSB!B2.I1!.11 %SSB!B2.I!.11
%SSB!B2.I1!C02 %SSB!B2.I!C02
%SSB!B2.I1!04. %SSB!B2.I!04.
%SSB!B2.I1!02 %SSB!B2.I!02
%SSB!B2.I1!2D1 %SSB!B2.I!2D1
%SSB!B2.I1!2.1 %SSB!B2.I!2.1
%SSB!B2.I1!DD %SSB!B2.I!DD
%SSB!B2.I1!2. %SSB!B2.I!2.
%SSBI1!.11 %SSBI!.11
%SSBI1!04. %SSBI!04.
%SSBI1!02 %SSBI!02%SSBI1!2D1 %SSBI!2D1
%SSBI1!2.1 %SSBI!2.1
%SSBI1!DD %SSBI!DD
%SSBI1!2. %SSBI!2.
%SS.!.B0I1!.11 %SS.!.B0I!.11
%SS.!.B0I1!04. %SS.!.B0I!04.
%SS.!.B0I1!2.D %SS.!.B0I!2.D
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%SS.!.B0I1!DD %SS.!.B0I!DD
%SS.!.B0I1!0C %SS.!.B0I!0C
%SS.!.11I1!.11 %SS.!.I!.11
%SS.!.11I1!04. %SS.!.I!04.
%SS.!.11I1!2.D %SS.!.I!2.D
%SS.I1!.11 %SS.I!.11
%SS.I1!04. %SS.I!04.%SS.I1!02 %SS.I!02
%SS.I1!2.D %SS.I!2.D
%SS.I1!2.1 %SS.I!2.1
%SS.I1!DD %SS.I!DD
%SS.I1!2. %SS.I!2.
%SSC!.11I1!04. %SSC!.I!04.
%SSC!.11I1!004 %SSC!.I!004
%SSC!.11I1!204 %SSC!.I!204
%SSC!.11I1!DD %SSC!.I!DD
%SSC!.11I1!2. %SSC!.I!2.
%SSCI1!00 %SSCI!00
%SSCI1!2.1 %SSCI!2.1%SSCI1!204 %SSCI!204
%SSCI1!22B %SSCI!22B
%SSCI1!221 %SSCI!221
%SSCI1!DD %SSCI!DD
%SSCI1!2. %SSCI!2.
%SS0!.11I1!00 %SS0!.I!00
%SS0!.11I1!011 %SS0!.I!011
%SS0!.11I1!2.1 %SS0!.I!2.1
%SS0!.11I1!2B %SS0!.I!2B
%SS0!.11I1!210 %SS0!.I!210
%SS0!.11I1!DD %SS0!.I!DD
%SS0!.11I1!2. %SS0!.I!2.%SS0I1!2.1 %SS0I!2.1
%SS0I1!2B %SS0I!2B
%SS0I1!210 %SS0I!210
%SS0I1!DD %SS0I!DD
%SS0I1!.2 %SS0I!.2
%SS0I1!0C %SS0I!0C
%SS0I1!2. %SS0I!2.
%SS2!D4.I1!2.1 %SS2!D4.I!2.1
%SS2!D4.I1!210 %SS2!D4.I!210
%SS2!D4.I1!DD %SS2!D4.I!DD
%SS2!D4.I1!2. %SS2!D4.I!2.
%SS2!.11I1!2.1 %SS2!.I!2.1%SS2!.11I1!DD %SS2!.I!DD
%SS2!.11I1!2. %SS2!.I!2.
%SS2!04.I1!2.1 %SS2!04.I!2.1
%SS2!04.I1!2D %SS2!04.I!2D
%SS2!04.I1!DD %SS2!04.I!DD
%SS2!04.I1!.C %SS2!04.I!.C
%SS2!04.I1!2. %SS2!04.I!2.
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%SS!/11I1!DD %SS!/I!DD
%SS!/11I1!C. %SS!/I!C.
%SS!/11I1!21 %SS!/I!21
%SS!BB1I1!C1 %SS!BBI!C1
Pipe2ST8 Pipe2S,%C1
Pipe1ST8 Pipe1S,%C1
PipeDST8 PipeDS,%C1PipeBST8 PipeBS,%C1
Pipe.ST8 Pipe.S,%C1
PipeCST8 PipeCS,%C1
Pipe03:2ST8 Pipe03:2S,%C1
Pipe0ST8 Pipe0S,%C1
Pipe23:2ST8 Pipe23:2S,%C1
Pipe2ST8 Pipe2S,%C1
Pipe3:2ST8 Pipe3:2S,%C1
Pipe3:CST8 Pipe3:CS,%C1
PipeST8 PipeS,%C1
Pipe0:CST8 Pipe0:CS,%C1
Pipe:2ST8 Pipe:2S,%C1Pipe2IS Pipe2IS
Pipe1IS Pipe1S,%D1
PipeDIS PipeDS,%D1
PipeBIS PipeBS,%D1
Pipe.IS Pipe.S,%D1
PipeCIS PipeCS,%D1
Pipe03:2IS Pipe03:2S,%D1
Pipe0IS Pipe0S,%D1
Pipe23:2IS Pipe23:2S,%D1
Pipe2IS Pipe2S,%D1
Pipe3:2IS Pipe3:2S,%D1
Pipe3:CIS Pipe3:CS,%D1PipeIS PipeS,%D1
Pipe0:CIS Pipe0:CS,%D1
Pipe:2IS Pipe:2S,%D1
PipeDIIS PipeDIIS
PipeBIIS PipeBIIS
Pipe.IIS Pipe.IIS
PipeCIIS PipeCIIS
Pipe0IIS Pipe0IIS
Pipe23:2IIS Pipe23:2IIS
Pipe2IIS Pipe2IIS
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1C3*ar3B Eersion 2!!1 ,onnections $
Version 2.1.0 Tab #T on %SS
'nalysis *ethod %01+ -eam Location
Bea to "SS with Tee Section
-ased on 211 Specification for Structural Steel -uildin"s
,olumn Si>e "SS9:9:(7* tnom E'LU+
,olumn Fy *;.)) ksi b E'LU+ ht E'LU+ E'LU+
,olumn Fu .D!11 5si tdes E'LU+ e W(;:8) #T Si>e WT8:'*.8
-eam Fy 8).)) ksi Tee Fy 8).)) ksi
-eam Fu B.!11 5si Tee Fu B.!11 5si
d E'LU+ d E'LU+ 5det E'LU+
tw E'LU+ tw E'LU+
bf E'LU+ bf E'LU+ E'LU+
tf E'LU+ tf E'LU+
T E'LU+ 5det E'LU+ H E'LU+
Factored )eaction 5>.)) k -eam ,ap! *ultiplier ).8)
-eam Span )eaction )u 5>.)) k
-olt Si>e 57* a 5.)) in L)F8 8esi"n
-olt Group A N or IM $ Shear Per -olt -olt Len"th E'LU+
-olt Pitch s 5.)) in "
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Version 2.1.0 Tab Sin"le Plate to %SS
'nalysis *ethod %01+ -eam Location
Bea to "SS with Single late Shear Connection
-ased on 211 Specification for Structural Steel -uildin"s
,olumn Si>e "SS;:;:579 tnom E'LU+ b E'LU+
*;.)) ksi tdes E'LU+ ht E'LU+
.D!11 5si b
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Tab Thru Plate to %SS
'nalysis *ethod %01+ -eam Location
Bea to "SS with Thru late Shear Connection
-ased on 211 Specification for Structural Steel -uildin"s
,olumn Si>e "SS;:*:(79 tnom E'LU+ b E'LU+
,olumn Fy *;.)) ksi tdes E'LU+ ht E'LU+
,olumn Fu .D!11 5si be 57(; Fillet
#eld Stren"th E'LU+
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Tab Sin"le Plate to # Fl"
'nalysis *ethod %01+ -eam Location
Bea to W Colun 1lange with Single late Shear Connection-ased on 211 Specification for Structural Steel -uildin"s
,olumn Si>e W(*:) tf E'LU+
,olumn Fy 8).)) ksi
,olumn Fu B.!11 5si
-eam Si>e W(;:8) Plate Thic5ness (7*
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Tab +7tended Sin"le Plate
'nalysis *ethod %01+ -eam Location
Bea to Supporting Meber with #-tended Single late Shear Connection-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(*:) d E'LU+ bf E'LU+
Fy 8).)) ksi tw E'LU+ tf E'LU+ Fu B.!11 5si 5det E'LU+ T E'LU+ :2 flan"e E'LU+
-eam Si>e W(;:5; d E'LU+ bf E'LU+ (.8) in
-eam Fy 8).)) ksi tw E'LU+ tf E'LU+
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1C3*ar3B ,onnec
Tab +7tended Sin"le
'nalysis *ethod %01+ -eam Location )
A-ial %oad CheckBea to Supporting Meber with #-tended Single late Shear Connection
-ased on 211. Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(*:) d E'LU+ bf E'LU+ 5 E'LU+
Fy 8).)) ksi tw E'LU+ tf E'LU+ Fu B.!11 5si 5det E'LU+ T E'LU+ :2 flan"e E'LU+
-eam Si>e W(;:5; d E'LU+ bf E'LU+ (.8) in
-eam Fy 8).)) ksi tw E'LU+ tf E'LU+
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Tab Sin"le Plate
'nalysis *ethod %01+ -eam Location )
A-ial %oad CheckBea to Supporting Meber with Single late 2#:4 Shear Connection
-ased on 211. Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(*:) d E'LU+ bf E'LU+ 5 E'LU+
Fy 8).)) ksi tw E'LU+ tf E'LU+ Fu B.!11 5si 5det E'LU+ T E'LU+ :2 flan"e E'LU+
-eam Si>e W'*:;' d E'LU+ bf E'LU+ (.>8 in
-eam Fy 8).)) ksi tw E'LU+ tf E'LU+
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Tab Sin"le Plate to # Fl"
'nalysis *ethod %01+ -eam Location
ISC Bea to W Colun 1lange with Single late Shear Connection
-ased on 211. Specification for Structural Steel -uildin"s
,olumn Si>e W(':85 tf E'LU+
,olumn Fy 8).)) ksi d E'LU+,olumn Fu B.!11 5si
-eam Si>e W'*:88 SPS, Plate Thic5ness 579 e 2 87(;
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Tab Sin"le Plate to Girder #eb
'nalysis *ethod %01+ -eam Location
Bea to irder Web with Single late Shear Connection
-ased on 211 Specification for Structural Steel -uildin"s
Girder Si>e W'(:;' tw E'LU+ 5det E'LU+
8).)) ksi d E'LU+ bf E'LU+
B.!11 5si tf E'LU+
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Tab Sin"le Plate to Girder #eb ?8
'nalysis *ethod %01+ -eam Location
+eep Bea to irder Web with Single late Shear Connection
-ased on 211 Specification for Structural Steel -uildin"s
Girder Si>e W(;:5( tw E'LU+ 5det E'LU+
Girder Fy 8).)) ksi d E'LU+ bf E'LU+Girder Fu B.!11 5si tf E'LU+
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Tab #eb #eld3-o
'nalysis *ethod %01+ -eam Location
+ouble Angle Welded to Bea, Bolted to Supporting Meber
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(*:) tw E'LU+ $s supportin" member -eam or ,olumnM CSupportin" *ember Fy 8).)) ksi d E'LU+ Flan"e or #ebM 1
Supportin" *ember Fu B.!11 5si tf E'LU+
bf E'LU+ T E'LU+
-eam Si>e W5;:'5( 'n"le Si>e %8:56(7':87(;
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Tab #eb #eld3-olt to #F ?8@
'nalysis *ethod %01+ -eam Location
+ouble Angle Welded to +eep Bea, Bolted to Supporting Meber
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(9:58 tw E'LU+ bf E'LU+
Supportin" *ember Fy 8).)) ksi d E'LU+ 5det E'LU+Supportin" *ember Fu B.!11 5si tf E'LU+
-eam Si>e W(;:*) 'n"le Si>e %*:56(7':(7* e 57* -olt Pitch s 5.)) in L)F8 8esi"n
-olt Group A N or IM $ Shear Per -olt
-olt %ole Type ST+ E'LU+ -olt Len"th E'LU+
" 8 (7 ' Shan5 Len"th E'LU+
Number of )ows of -olts 5 0ows e 57(; Fillet ?415si electrodes@
#eld Stren"th E'LU+
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Tab #eb -olt3-olt to #F
'nalysis *ethod %01+ -eam Location
+ouble Angle Bolted to Bea, Bolted to Supporting Meber
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(*:) tw E'LU+ $s supportin" member -eam or ,olumnM C
Supportin" *ember Fy 8).)) ksi d E'LU+ bf E'LU+ Flan"e or #ebM 1
Supportin" *ember Fu B.!11 5si tf E'LU+ T E'LU+
8 in G&L E'LU+
T E'LU+ E'LU+ 'n"le Ga"e E'LU+
-eam &ffset -eam setbac5 (7' 8 in
E'LU+
Factored )eaction ;).)) k -eam ,ap! *ultiplier ).8)
-eam Span )eaction )u ;).)) k
-olt Si>e 57* -olt Pitch s 5.)) in Shear Per -olt
-olt Group A N or IM $ E'LU+
-olt %ole Type ST+
" 5 #eb -olt Len"th E'LU+
Number of )ows of -olts 9 0ows Shan5 Len"th E'LU+
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Tab #eb -olt3-olt to #
'nalysis *ethod %01+ -eam Location
+ouble Angle Bolted to +eep Bea, Bolted to Supporting Meber
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(9:58 tw E'LU+ bf E'LU+
Supportin" *ember Fy 8).)) ksi d E'LU+ 5det E'LU+
Supportin" *ember Fu B.!11 5si tf E'LU+
e 57* -olt Pitch s 5.)) in Shear Per -olt )ow
-olt Group A N or IM $ E'LU+ #eb -olt Len"th E'L
-olt %ole Type ST+ Shan5 Len"th E'
" 8 $ot standard spacing
Number of )ows of -olts 5 0ows
'n"le Len"th D!.
Controlling Support -olt Len"th E'
%01+ +esign Strengths Capacity Shan5 Len"th E'
Bolt Shear Strength E'LU+
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Tab #eb -olt3#eld to #F
'nalysis *ethod %01+ -eam Location
+ouble Angle Bolted to Bea, Welded to Colun 1lange
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(*:) tw E'LU+
Supportin" *ember Fy 8).)) ksi d E'LU+Supportin" *ember Fu B.!11 5si tf E'LU+
e W'*:>; 'n"le Si>e %*:*:(7* 8 in -ottom ,ope Len"th 8.)) in e 57* -olt Pitch s 5.)) in Shear Per -olt )ow
-olt Group A N or IM $ E'LU+
-olt %ole Type ST+ -olt Len"th E'LU+
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Tab Shear +nd3Plate
'nalysis *ethod %01+ -eam Location
Shear #nd6late
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W'(:;' tw E'LU+ $s supportin" member -eam or ,olumnM B
Supportin" *ember Fy 8).)) ksi d E'LU+ bf E'LU+
Supportin" *ember Fu B.!11 5si tf E'LU+ 5det E'LU+
e W(9:8) Plate Thic5ness (7*
-eam Fy 8).)) ksi Plate #idth ;.)) in
-eam Fu B.!11 5si Plate Fy 5;.)) ksi
d E'LU+ Plate Fu .D!11 5si
tw E'LU+ (.'8 in Ga"e E'LU+
bf E'LU+ (.'8)) in
tf E'LU+
T E'LU+ 5det E'LU+
-eam &ffset ).)) in
*in! Top ,ope 8epth 7 Len"th E'LU+ E'LU+ (.8) in E'LU+
-eam ,ope 8epth '.)) in
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Tab Shear +nd3Plate ?8@
'nalysis *ethod %01+ -eam Location
Shear #nd6late to +eep Bea
-ased on 211 Specification for Structural Steel -uildin"s
Supportin" *ember Si>e W(;:*) tw E'LU+ bf E'LU+
Supportin" *ember Fy 8).)) ksi d E'LU+Supportin" *ember Fu B.!11 5si tf E'LU+ 5det E'LU+
e W(9:8) Plate Thic5ness (7*
-eam Fy 8).)) ksi Plate #idth 9.)) in
-eam Fu B.!11 5si (.'8 in Ga"e E'LU+
d E'LU+ (.'8)) in
tw E'LU+ Plate Fy 5;.)) ksi
bf E'LU+ Plate Fu .D!11 5si
tf E'LU+ 5det
T E'LU+ E'LU+ '.'8 in
-eam &ffset ).))) in
*in! Top ,ope 8epth 7 Len"th E'LU+ E'LU+ *in! -ott ,ope 8 7 L E'LU+ E'LU+
-eam ,ope 8epth (.'8 in
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Tab #eb -olt3#eld to E+
'nalysis *ethod %01+ -eam Location
+ouble Angle Bolted to Bea, Welded to &ertical #leent
-ased on 211 Specification for Structural Steel -uildin"s
e W(;:*) 'n"le Si>e %8:5:(7* 8) in 'n"le Ga"e E'LU+
tf E'LU+ 5det
T E'LU+ E'LU+ -eam setbac5 57*
(.8) in
Factored )eaction *(.5) k -eam ,ap! *ultiplier ).8)
-eam Span )eaction )u *(.5) k
-olt Si>e 57* -olt Pitch s 5.)) in Shear Per -olt-olt Group A N or IM $ E'LU+
-eam -olt %ole Type ST+ " 5.)) in -olt Len"th E'LU+
'n"le -olt %ole Type %S%T Shan5 Len"th E'LU+
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TabSin"le Plate to +mbed
'nalysis *ethod %01+ -eam Location S'.8)C W(*-) at Stairs
Bea to #bedded late with Single late Shear Connection
-ased on 211 Specification for Structural Steel -uildin"s
-eam Si>e W(;:8) d E'LU+ bf E'LU+ (.8) in
-eam Fy 8).)) ksi tw E'LU+ tf E'LU+ '88 for Slot
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Tab '7ial Load on SPS
'nalysis *ethod %01+ -eam Location S'.8)C W(*-) at Stairs
A-ial %oad CheckBea to W Colun 1lange with Single late Shear Connection
-ased on 211. Specification for Structural Steel -uildin"s
-eam Si>e W(;:8) d E'LU+ bf E'LU+ (.8) in
-eam Fy 8).)) ksi tw E'LU+ tf E'LU+