2. If P = 200 kN, determine the maximum live load that the connection could carry based on tensile rupture using LRFD.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Two plates each with thickness t = 16 mm are bolted together with 6– 22 mm diameter bolts forming
a lap connection. Bolt spacing are as follows: S1 = 40 mm, S2 = 80 mm, S3 = 100 mm. Bolt hole
diameter = 25 mm. Using A36 steel having Fy = 248 MPa and Fu = 400 MPa.
P
►P
S.
S
S2
S2
DETERMINE:
1. Determine the ultimate load Pu that the connection can carry based on tensile rupture of
effective net area using LRFD.
2. If P = 200 kN, determine the maximum live load that the connection could carry based on
tensile rupture using LRFD.
P.
Transcribed Image Text:Two plates each with thickness t = 16 mm are bolted together with 6– 22 mm diameter bolts forming a lap connection. Bolt spacing are as follows: S1 = 40 mm, S2 = 80 mm, S3 = 100 mm. Bolt hole diameter = 25 mm. Using A36 steel having Fy = 248 MPa and Fu = 400 MPa. P ►P S. S S2 S2 DETERMINE: 1. Determine the ultimate load Pu that the connection can carry based on tensile rupture of effective net area using LRFD. 2. If P = 200 kN, determine the maximum live load that the connection could carry based on tensile rupture using LRFD. P.
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