SITUATION IA lapped bolted tension member isshown. Diameter of bolts are 22 mmand the plate material is A36 steel Fy =275 MPa, Fu = 415 MPa. Assume thefasteners are adequate and do notcontrol the tensile capacity. Diameter ofhole is 2.5 mm bigger than the diameterof bolt.T12507535501001005050 4. Tensile capacity of the lapped jointon block shearconsidering the pattern belowv:basedstrength12503507550501001005050a. 1,492.98 kNc. 1,680.975 kNb. 1,630.950 kNd. 1,254.960 kN5. Tensile capacity of the lapped jointbasedconsidering the pattem below:on blockshear strength1250253503550501001005050

Answered: Image /qna-images/answer/bd791990-3be3-424b-b505-57570cbbae5f.jpg

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. 12 50 75 35 50 100 100 50 50

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. 12 50 75 35 50 100 100 50 50

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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