1. A tension member is made of 90 mm thick steel plates 225 mm wide by a lap joint made with three (3) rows of 20mm. Use LFRD specifications ASTM A36 (Fy=138 MPa, Fu=220 MPa, compute the following: a. Capacity of the section based on the yielding of the gross area Critical effective net area b. c. Capacity of the section based on the tensile fracture of the critical net area. Din 20mm DIAMETER OF BOLTS P GHYA AB AMAZADAM ROWETOURTE

1. A tension member is made of 90 mm thick steel plates 225 mm wide by a lap joint made with three (3) rows of 20mm. Use LFRD specifications ASTM A36 (Fy=138 MPa, Fu=220 MPa, compute the following: a. Capacity of the section based on the yielding of the gross area Critical effective net area b. c. Capacity of the section based on the tensile fracture of the critical net area. Din 20mm DIAMETER OF BOLTS P GHYA AB AMAZADAM ROWETOURTE

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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