Compute the ultimate strength capacity of the positive moment beam design below. f'c= 24.7 MPa, fy= 505.6 MPa, bf= 760 mm, t= 90 mm, hw= 420 mm, bw = 370 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4 - 20 mm dia. , tension side (double- layered): upper layer is 4 - 25 mm dia. and lower layer is 5 - 25 mm dia

Compute the ultimate strength capacity of the positive moment beam design below. f'c= 24.7 MPa, fy= 505.6 MPa, bf= 760 mm, t= 90 mm, hw= 420 mm, bw = 370 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4 - 20 mm dia. , tension side (double- layered): upper layer is 4 - 25 mm dia. and lower layer is 5 - 25 mm dia

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter15: Computational Engineering Tools Matlab

Section: Chapter Questions

Problem 19P

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