SITUATION 19: A lapped bolted tension member is shown in figure below. Diameter of hole is 2.5 mm bigger than the diameter of bolt; the diameter of bolts is 22 mm and the plate material is A36 steel Fy= 275 MPa, Fu = 415 MPa. Assume the fasteners are adequate and do not control the tensile capacity. T H L 12 350 75 50 50 100 100 50 50 85. Determine the net area for the tensile capacity of the lapped joint. a. 5,250 mm² b. 1,554 mm² c. 1,554 mm² d. 3,318 mm² 86. What is the maximum allowable shear strength? a. 1,630.950 kN b. 1,254.960 kN c. 1,680.975 KN d. 1,492.98 kN 87. Determine the tensile capacity of the lapped joint based on gross area. a. 693.000 kN b. 202.125 kN 252 656 kN d. 866 250 KN BOKOK 50 75

SITUATION 19: A lapped bolted tension member is shown in figure below. Diameter of hole is 2.5 mm bigger than the diameter of bolt; the diameter of bolts is 22 mm and the plate material is A36 steel Fy= 275 MPa, Fu = 415 MPa. Assume the fasteners are adequate and do not control the tensile capacity. T H L 12 350 75 50 50 100 100 50 50 85. Determine the net area for the tensile capacity of the lapped joint. a. 5,250 mm² b. 1,554 mm² c. 1,554 mm² d. 3,318 mm² 86. What is the maximum allowable shear strength? a. 1,630.950 kN b. 1,254.960 kN c. 1,680.975 KN d. 1,492.98 kN 87. Determine the tensile capacity of the lapped joint based on gross area. a. 693.000 kN b. 202.125 kN 252 656 kN d. 866 250 KN BOKOK 50 75

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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