From the figure shown a double lap splice of a bearing type connection with the threads excluded from the shear plane and consists of double row of bolts. A36 steel is used with Fy = 248.8 MPa. The bolts used is an A325 bolts having diameter of 18 mm in standard size holes. Minimum tensile stress F₁ = 400 MPa. Use NSCP Specs. Assume diameter of rivet holes to be 3 mm bigger than the bolt diameter. Allowable shear stress of A325 bolts is 207 MPa Use: Fp = 1.5 Fu. P 22 22 P 250mm 6mm Sop a. Compute the tensile capacity of the plates b. Compute the number of 18 mm bolts is required to developed the full strength of the plates. c. Compute the min. spacing between the rows of bolts.

From the figure shown a double lap splice of a bearing type connection with the threads excluded from the shear plane and consists of double row of bolts. A36 steel is used with Fy = 248.8 MPa. The bolts used is an A325 bolts having diameter of 18 mm in standard size holes. Minimum tensile stress F₁ = 400 MPa. Use NSCP Specs. Assume diameter of rivet holes to be 3 mm bigger than the bolt diameter. Allowable shear stress of A325 bolts is 207 MPa Use: Fp = 1.5 Fu. P 22 22 P 250mm 6mm Sop a. Compute the tensile capacity of the plates b. Compute the number of 18 mm bolts is required to developed the full strength of the plates. c. Compute the min. spacing between the rows of bolts.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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