7/26/2019 TKBY - ENDPLATEBEAMSPLICE
1/1
CALCULATION OF END PLATE
BEAM CONNECTION
Project : Rev. :
Building : Date :
Engineer : Reviewer :
DATA
Steel Shape
WF-350x175x7x11
Steel grade A36
Height 350
idth !"5
e# thic$ne%% "
Flange thickness !!
&orner radiu% r '((.) !*
+ield %tregth ,*5
Bearing %trength *00
En Plate B!lt"
Bolt-#olt di%tance '((.) !00 Bolt t/e A3,5-
&olu(n nu(#er , Dia(eter o1 #olt D '((.) ,*
Row nu(#er 6 Area o1 #olt *5,
2u(#er o1 #olt n '2S) !,
Allowable tension stress 304
Allowable shear stress ,0"
Allow. tension+shear stress 304
EN#ELOPE FO$CE OF SECTION
o(ent '$2-() ,**.5
Shear 1orce 7 '$2) 65.0
C%EC& BOLT SIN'LE CAPACIT(
Dia(eter o1 #olt D ,* (( 8* $2 'Shear)
!00 (( !38 $2 '9en%ion)
A%%u(ing : 2eutral ai% at #otto( Bolt
ST$ESS C%EC&IN'
Row number ! , 3 * 5 6
Distance to NA, y (mm) 0 !00 ,00 300 *00 500
0 !0000 *0000 80000 !60000 ,50000
Total distance of bolts : 500 ((
Inertia of Bolts : *8"6,4,"6
Tension stress due to load : ,*5." ; >
Shear stress due to load : !,.0
Hl '((.)
Bl '((.)
twl
'((.)
t1l '((.)