A built-up wide flange section consists of a section having a total depth of 353 mm, flange width of 254 mm, flange thickness of 16.4 mm and a web thickness of 9.5 mm. Use Fy = 248 MPa. Problem 4 Problem 5 Problem 6 Compute the maximum shear capacity (kN) of the built-up section by ASD. a. 333 b. 328 c. 352 d. 300 Compute the shearing stress (MPa) at the junction of the web and the flange due to shear of 330 kN. c. 109.0 a. 99.2 b. 92.9 d. 100.4 Compute the shearing stress (MPa) at the neutral axis due to shear of 330 kN. a. 99.2 b. 92.9 c. 109.0 d. 100.4

A built-up wide flange section consists of a section having a total depth of 353 mm, flange width of 254 mm, flange thickness of 16.4 mm and a web thickness of 9.5 mm. Use Fy = 248 MPa. Problem 4 Problem 5 Problem 6 Compute the maximum shear capacity (kN) of the built-up section by ASD. a. 333 b. 328 c. 352 d. 300 Compute the shearing stress (MPa) at the junction of the web and the flange due to shear of 330 kN. c. 109.0 a. 99.2 b. 92.9 d. 100.4 Compute the shearing stress (MPa) at the neutral axis due to shear of 330 kN. a. 99.2 b. 92.9 c. 109.0 d. 100.4

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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