bolted beam column connections topic
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 4 of 16
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 10 of 16
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8/20/2019 Bolted Beam Column Connections Topic
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 11 of 16
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 13 of 16
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8/20/2019 Bolted Beam Column Connections Topic
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 14 of 16
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5. Connection design example (Bolted end plateconnection Formatted Spreadsheet developed)
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15/16
Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 15 of 16
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Steel Design Bolted Beam-Column Connections S.F.Stiemer
bolted_beam_column_connections.doc 11/11/2007 page 16 of 16
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7($ 1%*'* %& 3$'+2/2#4 3-+:2#4 +#3 *(2>>2#4 +-$ #%' 2#1/03$3 .$1+0*$ '($*$ 2'$)* 0*0+//8 3% #%' 32&&$- :2'( 1%##$1'2%# '8>$* '%
.$ 1(%*$#6
7($ ,%/0)$ %& )+'$-2+/ +#3 /+.%- &%- 32&&$-$#' '8>$* %& 1%##$1'2%#*1+# .$ 1+/10/+'$3 %#1$ '($ &%-1$* +-$ A#%:# +#3 '($ '8>$ %&1%##$1'2%# 2* 1(%*$#9 :(2/$ '($ -+'$* &%- '($ 2'$)* /2*'$3 +.%,$32&&$- :2'( /%1+'2%#*9 *(%>*9 2#*'+//$-*9 )+'$-2+/ >-%,23$-*9 '2)$ $'16
7% 3% + 1%*' $*'2)+'2%# %& 1%##$1'2%#*9 '($ 3$*24#$- #$$3* '% 4$'+// '($ 2#&%-)+'2%# %& '($*$ -+'$* +11%-32#4 '% 1$-'+2# *2'0+'2%#67($# >0' '($*$ -+'$* 2# '($ &%-)+''$3 *>-$+3*($$'9 1%*' 1+# .$1+/10/+'$3 &%- 32&&$-$#' '8>$* %& 1%##$1'2%#*6 ?# %>'2)+/
1%##$1'2%# 1+# '($# .$ 1(%*$#6?# $C+)>/$ %& 1%*' $*'2)+'2%# %& +# $#3 >/+'$ 1%##$1'2%# 2* >-%,23$3 2# '($ 3$,$/%>$3 '($ *>-$+3*($$'6
7. Conclusion
;%/'$3 .$+)=1%/0)# 1%##$1'2%#* +-$ :23$/8 0*$3 2# *'$$/1%#*'-01'2%#6 f+-2%0* 1%##$1'2%#* 1%0/3 .$ 1(%*$# '% &0/&2// + '+*A:(2/$ '($8 +// (+,$ +3,+#'+4$* +#3 32*+3,+#'+4$*6 7($ 3$*24#$-
*(%0/3 1%#*23$- 1$-'+2# >+-+)$'$-* *01( +* 1%*'9 *(%> &+.-21+'2%#9*(2>>2#4 +#3 2#*'+//+'2%# '% 1(%%*$ + >-%>$- %#$6
S,$# &%- + ,$-8 *2)>/$ 1%##$1'2%# *01( +* *($+- '+.9 + /%' %& 2'$)*#$$3 '% .$ 1($1A$36 K%##$1'2%# 3$*24# 1+# .$ '2)$ 1%#*0)2#4 2&
3%#$ .8 (+#3 +#3 2)>%-'+#' 1($1A2#4 )+8 .$ )2**$3 :(21( )+81+0*$ '-%0./$6
Q$// 3$,$/%>$3 *>-$+3*($$'* +-$ 4%%3 '%%/* &%- 1%##$1'2%# 3$*24#+#3 1%*' $*'2)+'2%#6
References
`Na K?V@KF? FNZ=^N U2)2' F'+'$* B$*24# %& F'$$/ F'-01'0-$*
`Ma J+#3.%%A %& F'$$/ K%#*'-01'2%#9 Canadian institute of SteelConstruction 9 S24('( S32'2%#9 M^^X6
`Oa k0/+A9 W-%#32# qU2)2' F'+'$* B$*24# 2# F'-01'0-+/ F'$$/c9F$,$#'( S32'%#9 M^^M
`Xa ?A.+- _6 7+).%/2 qJ+#3.%%A %& F'-01'0-+/ F'$$/ K%##$1'2%#B$*24# +#3 B$'+2/*c9 N]]]