D Wu-100 kN/m 6 m 4 m A D mmm. Question 11 (PROBLEM 2) A three-member frame ABCD is loaded with ultimate gravity and lateral loads as shown in the figure. The compressive strength of concrete=21MPa, fy=415 MPa, beam width=300mm, beam height=600mm, main bar diameter 28mm, concrete cover-40mm, and stirrups diameter-10mm. Calculate the ultimate moment capacity of the final section in kN.m. B 4 m Pu=115 kN

D Wu-100 kN/m 6 m 4 m A D mmm. Question 11 (PROBLEM 2) A three-member frame ABCD is loaded with ultimate gravity and lateral loads as shown in the figure. The compressive strength of concrete=21MPa, fy=415 MPa, beam width=300mm, beam height=600mm, main bar diameter 28mm, concrete cover-40mm, and stirrups diameter-10mm. Calculate the ultimate moment capacity of the final section in kN.m. B 4 m Pu=115 kN

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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Wu-100 kN/m 6 m 4 m D Question 10 (PROBLEM 2) A three-member frame ABCD is loaded with ultimate gravity and lateral loads as shown in the figure. The compressive strength of concrete=21MPa, fy=415 MPa, beam width=300mm, beam height=600mm, main bar diameter=28mm, concrete cover=40mm, and stirrups diameter=10mm. Calculate the stress of compression reinforcement in the final section in MPa. B 4 m A mwm. Pu=115 kN
6.
Calculate Mn
I need the answer to the question in reinforced concrete
Principle of Reinforced Concrete Design
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A 300mm x 425 rectangular beam is reinforced for tension only with 4-28mm bars. The beam has a concrete cover of 40mm and a stirrup of 10mm diameter bar. The beam carries a live load and a dead load (without its self-weight). Given that unit weight of concrete is 24kN/ cu.m f'c = 21 MPa and fy = 414 MPa, calculate the additional concentrated live load as shown in the figure.
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