A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown. The beam is to be designed to support the maximum POSITIVE moment due to the loads. Use rebar diameter 20mm, stirrups=10mm, and concrete cover=40mm. P-60 kN 300 mm W-24 kN/m SET f'c(MPa) fy(MPa) 420 0,1,2,3(A) 42 4,5,6 (B) 49 340 7,8,9 (C) 56 270 Calculate the ultimate moment capacity of the final section in kN.m 3.0 m 7.0 m

A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown. The beam is to be designed to support the maximum POSITIVE moment due to the loads. Use rebar diameter 20mm, stirrups=10mm, and concrete cover=40mm. P-60 kN 300 mm W-24 kN/m SET f'c(MPa) fy(MPa) 420 0,1,2,3(A) 42 4,5,6 (B) 49 340 7,8,9 (C) 56 270 Calculate the ultimate moment capacity of the final section in kN.m 3.0 m 7.0 m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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