A simply supported rectangular concrete beam having a width of 280 mm and aneffective depth of 500 mm. The beam is reinforced for tension only with a steel area of4,000 mm?. Given: f'. = 25 MPa, and fy = 400 MPa. Reference Code: NSCP 2015.%3D%3D1. Determine the depth of compression block (mm).2. Determine the ultimate moment capacity of the beam section (kN-m).3. Determine the uniform ultimate load (kN/m) that the beam can carry in asimple span of 6 m.

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A simply supported rectangular concrete beam having a width of 280 mm and an effective depth of 500 mm. The beam is reinforced for tension only with a steel area of l area 4,000 mm?. Given: f'. = 25 MPa, and fy = 400 MPa. Reference Code: NSCP 2015. %3D 1. Determine the depth of compression block (mm). 2. Determine the ultimate moment capacity of the beam section (kN-m). 3. Determine the uniform ultimate load (kN/m) that the beam can carry in a simple span of ó m.

A simply supported rectangular concrete beam having a width of 280 mm and an effective depth of 500 mm. The beam is reinforced for tension only with a steel area of l area 4,000 mm?. Given: f'. = 25 MPa, and fy = 400 MPa. Reference Code: NSCP 2015. %3D 1. Determine the depth of compression block (mm). 2. Determine the ultimate moment capacity of the beam section (kN-m). 3. Determine the uniform ultimate load (kN/m) that the beam can carry in a simple span of ó m.

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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