Structural Engineering & Construction Situation 58 (PH)

PAST BOARD EXAM PROBLEMS Structural Engineering & Construction Situation 58 The bolts in the lap joint are 22mm in diameter with 25mm diameter holes. Use A36 steel where Fy = 248 MPa and Fu = 400 MPa. Given: Dimensions: x1=50mm, x2=160mm, x3=60mm Allowable Stresses: Tension on net area of plates, Ft=0.5Fu Shear on plates, Fv=0.3Fu Bearing on projected area of the plates, Fp=1.5Fu Shear strength of bolt, Fvbolt=350 MPa

1. Determine the value of load P (kN) based on net section fracture when t = 12mm. (504)
2. Determine the value of load P (kN) based on block shear failure when T = 10mm. (408)
3. Determine the required thickness (mm) of the plate based on bearing of plates when P = 800 kN. (10.10)

Steel Design | Chapter 3 Tension Members Simple Connections: https://tinyurl.com/3szpp678 Staggered Connections: https://tinyurl.com/muymywj6 Block Shear: https://tinyurl.com/mrjuyd9c

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3. Reference for the problem:

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