2. If P = 200 kN, determine the maximum live load that the connection could carry based on tensile rupture using LRFD.
2. If P = 200 kN, determine the maximum live load that the connection could carry based on tensile rupture using LRFD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0173270b-0863-4144-b9a1-d13d2ed79ebf%2F92f4a465-777f-4e7d-ad20-6a0b86c5c1f0%2Fcfbsop6_processed.png&w=3840&q=75)
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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