Compute the compute the allowable/permissible uniformly distributed load, in KN/m, if the beam is 5m simply supported beam20.8B 1142.4Ⓒ10.875.5766 #25350 mm460 mm600 mm70 mm70 mmfy=420 MPaf = 24 MPa Compute for the depth of compression stress block if the beam has a width of 300mm, effective depth of 430mm, 3 - 25mm bars,f'c = 28Mpa, and fy = 420Mpa.132.464mmB 198.696mm86.625mm190.168mm

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Compute for the depth of compression stress block if the beam has a width of 300mm, effective depth of 430mm, 3 - 25mm bars, f'c = 28Mpa, and fy = 420Mpa. B 132.464mm 198.696mm 86.625mm D 190.168mm

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Compute the compute the allowable/permissible uniformly distributed load, in KN/m, if the beam is 5m simply supported beam
20.8
B 1142.4
Ⓒ10.8
75.576
6 #25
350 mm
460 mm
600 mm
70 mm
70 mm
fy=420 MPa
f = 24 MPa

Compute for the depth of compression stress block if the beam has a width of 300mm, effective depth of 430mm, 3 - 25mm bars,
f'c = 28Mpa, and fy = 420Mpa.
132.464mm
B 198.696mm
86.625mm
190.168mm

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