The beam below has a width of 400mm and a depth of 600mm. It has 2 hollow cores asshown below. Assuming that the beam section has cracked, determine the momentcapacity of the beam section below using transformed area method. Use fc'= 28 Mpa, fs =135 Mpa, n = 11. The beam is reinforced with 4- 28mm diameter bars with 50mm effectivecover.400600100300200100 50 100 50 1000000Answer the Following:A. What is the distance of the neutral axis of the transformed section from the top edge of thebeam (kd)? Express your answer in mmB. What is the Moment of Inertia of the Transformed section of the beam? Express your answerin mm4C. What is the flexural capacity of the beam? Express your answer in KN-m.

Answer (A) Calculation of the distance of the neutral axis from top edge of the beam Let us…

The beam below has a width of 400mm and a depth of 600mm. It has 2 hollow cores as shown below. Assuming that the beam section has cracked, determine the moment capacity of the beam section below using transformed area method. Use fc'= 28 Mpa, fs = 135 Mpa, n = 11. The beam is reinforced with 4-28mm diameter bars with 50mm effective cover.

The beam below has a width of 400mm and a depth of 600mm. It has 2 hollow cores as shown below. Assuming that the beam section has cracked, determine the moment capacity of the beam section below using transformed area method. Use fc'= 28 Mpa, fs = 135 Mpa, n = 11. The beam is reinforced with 4-28mm diameter bars with 50mm effective cover.

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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