3.28-C CE Board May 2012 A lapped, bolted tension member is shown. Diameter of bolts are 18 mm Ø and the plate material is A 36 steel Fy = 250 MPa., Fu = 400 MPa. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 3 mm bigger than the diam. of bolt. P P- 11 mm SPO 1 mm 75 8. 100 75 P 300 -P 37.5 75 75 37.5 Determine the tensile capacity of the Japped joint based on gross area. Determine the tensile capacity of the lapped joint based on net area. 3 Determine the tensile capacity of the lapped joint based on block shear strength.

3.28-C CE Board May 2012 A lapped, bolted tension member is shown. Diameter of bolts are 18 mm Ø and the plate material is A 36 steel Fy = 250 MPa., Fu = 400 MPa. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 3 mm bigger than the diam. of bolt. P P- 11 mm SPO 1 mm 75 8. 100 75 P 300 -P 37.5 75 75 37.5 Determine the tensile capacity of the Japped joint based on gross area. Determine the tensile capacity of the lapped joint based on net area. 3 Determine the tensile capacity of the lapped joint based on block shear strength.

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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