III. A simply-supported rectangular concrete beam with a width of 300mm wide,600 mm total depth, and 5.8 m long, is needed to accommodate both ceiling heightclearance below and the superimposed loads. If f' = 28 Mpa and steel415 Mpa,fy =13) what is the allowable resistingmoment of the beam without300 mmstressing the concrete beyond 0.45f"cand steel 0.60f,? Use thetransformed area method and rn 865 mm2 #25mm535 mm600 mm14) what is the allowable resistingmoment of the beam using thestrength design method.4 #32 mm65 mm15) Compare the results of (a) and (b) andcomment your observation.

GIven : Doubly reinforced beam with 6m length n= 8, 300mm X 600 mm cross section fc = 28 MPa &…

III. A simply-supported rectangular concrete beam with a width of 300mm wide, 600 mm total depth, and 5.8 m long, is needed to accommodate both ceiling height clearance below and the superimposed loads. If f'c= 28 Mpa and steel 415 Mpa, fy = 13) what is the allowable resisting moment of the beam without 300 mn stressing the concrete beyond 0.45f'e and steel 0.60fy? Use the 65 mm transformed area method and n = 8 2 #25mm 535 mm 600 mm 14) what is the allowable resisting moment of the beam using the strength design method. 4 #32 mm 65 mm 15) Compare the results of (a) and (b) and comment your observation.

III. A simply-supported rectangular concrete beam with a width of 300mm wide, 600 mm total depth, and 5.8 m long, is needed to accommodate both ceiling height clearance below and the superimposed loads. If f'c= 28 Mpa and steel 415 Mpa, fy = 13) what is the allowable resisting moment of the beam without 300 mn stressing the concrete beyond 0.45f'e and steel 0.60fy? Use the 65 mm transformed area method and n = 8 2 #25mm 535 mm 600 mm 14) what is the allowable resisting moment of the beam using the strength design method. 4 #32 mm 65 mm 15) Compare the results of (a) and (b) and comment your observation.

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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