Design a rectangular beam for a 5 m simple span to support a uniform dead load of 20 kN/m and live load acting at midspan of magnitude 100kN.  fc’=21 MPa, fy = 350 MPa, Wc=24.56 kN/m3 If the diameter of the main bars is 25mm, the no. of pieces needed is ______ The moment capacity of the section is _____kN.m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Design a rectangular beam for a 5 m simple span to support a uniform dead load of 20 kN/m and live load acting at midspan of magnitude 100kN.  fc’=21 MPa, fy = 350 MPa, Wc=24.56 kN/m3

If the diameter of the main bars is 25mm, the no. of pieces needed is ______

The moment capacity of the section is _____kN.m

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