Agui - 4550/2 =2276two plates each with thickness t = 16 mmare bolted together with 6-22 mndia.boltsformingalap Joint - Bolt spacingare follows St=40mm S2 - 80mm, 53= 100mmeffective bolt hole dia is 25mm A36 is used. Computethe allowable tensile strengtht = 16 mmob2740 60 80 40+=16mmS1-40S2-10052-40P7 @ 4umm the connection shows 8-22mm dia Azes bolts spacedfollows = St=40mm S₂ - Somm $3 = 50mm, 54=100 MAThole dia is 25-ty-248-Mpatu=400 м раtitt183 54A9 = 148 Mpanet are a = 120 MPRYielding 0.auty ty AgAg-(225100) (8)A9 - 1800S3 S3 S4 S488tz(mm = 446.4t+2St52-44Ei=1

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two plates each with thickness t = 16 mm are bolted together with 6-22 mudia. bolts forming alap Joint:- Bolt spacing follows St 40mm S2 = 80mm, are 53=160mm effective bolt hole dia. is 25mm A36 is used. Compute the allowable tensile Strength

two plates each with thickness t = 16 mm are bolted together with 6-22 mudia. bolts forming alap Joint:- Bolt spacing follows St 40mm S2 = 80mm, are 53=160mm effective bolt hole dia. is 25mm A36 is used. Compute the allowable tensile Strength

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.9.3P

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Question

Agui - 4550/2 =2276
two plates each with thickness t = 16 mm
are bolted together with 6-22 mndia.
bolts
forming
alap Joint - Bolt spacing
are follows St=40mm S2 - 80mm, 53= 100mm
effective bolt hole dia is 25mm A36 is used. Compute
the allowable tensile strength
t = 16 mm
ob
27
40 60 80 40
+=16mm
S1-40
S2-100
52-40
P
7 @ 4umm

the connection shows 8-22mm dia Azes bolts spaced
follows = St=40mm S₂ - Somm $3 = 50mm, 54=100 MAT
hole dia is 25-
ty-248-Mpa
tu=400 м ра
ti
t
t
183 54
A9 = 148 Mpa
net are a = 120 MPR
Yielding 0.au
ty ty Ag
Ag-(225100) (8)
A9 - 1800
S3 S3 S4 S4
88
tz
(mm = 446.4
t
+2
St
52
-44
Ei=1

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