7/26/2019 TKBY - ENDPLATEBEAMSPLICE

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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 '((.)