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A lapped bolted tension member is shown. Diameter of bolts are 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. Diameter of hole is 2.5 mm bigger than the diameter of bolt. T12 50 75 35 50 50 100 100 50 50

A lapped bolted tension member is shown. Diameter of bolts are 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. Diameter of hole is 2.5 mm bigger than the diameter of bolt. T12 50 75 35 50 50 100 100 50 50

Structural Analysis
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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SITUATION I A lapped bolted tension member is shown. Diameter of bolts are 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. Diameter of hole is 2.5 mm bigger than the diameter of bolt. T12 50 75 35 50 100 100 50 50
Transcribed Image Text:SITUATION I A lapped bolted tension member is shown. Diameter of bolts are 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. Diameter of hole is 2.5 mm bigger than the diameter of bolt. T12 50 75 35 50 100 100 50 50
a. 1,492.98 kN C. 1,680.975 kN b. 1,630.950 kN d. 1,254.960 kN 6. What is the maximum allowable shear strength? b. 1,630.950 kN d. 1,254.960 kN a. 1,492.98 kN c. 1,680.975 kN SOLUTION: whichever is lower .. P = 1,254.960 kN
Transcribed Image Text:a. 1,492.98 kN C. 1,680.975 kN b. 1,630.950 kN d. 1,254.960 kN 6. What is the maximum allowable shear strength? b. 1,630.950 kN d. 1,254.960 kN a. 1,492.98 kN c. 1,680.975 kN SOLUTION: whichever is lower .. P = 1,254.960 kN
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