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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
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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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).
Transcribed Image Text: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).
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