A W 600 x 110 beam is supported by bearing plate 300mm x 200mm x 25mm on wall with a thickness of 300mm. Properties of W 600 x 110 beam d = 600mm br = 225 mm tr = 18 mm tw = 12 mm K = 36 mm f = 24 MPa fy = 248 MPa The allowable bearing stress is 0.35 fc', allowable bending stress is 0.75 Fy and allowable web yielding stress is 0.66 Fy. Determine the maximum reaction at the beam due to the allowable web yielding stress at a distance (N + 2.5K).

A W 600 x 110 beam is supported by bearing plate 300mm x 200mm x 25mm on wall with a thickness of 300mm. Properties of W 600 x 110 beam d = 600mm br = 225 mm tr = 18 mm tw = 12 mm K = 36 mm f = 24 MPa fy = 248 MPa The allowable bearing stress is 0.35 fc', allowable bending stress is 0.75 Fy and allowable web yielding stress is 0.66 Fy. Determine the maximum reaction at the beam due to the allowable web yielding stress at a distance (N + 2.5K).

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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