A rectangular beam of 250 mm width and 500 mm depth has a span of 6 meters. The beam carries a factored load of 40 kN/m including its self-weight. The grade of concrete used is M25 and the steel used is Fe415. Design the beam for flexure and shear as per the limit state method.
A rectangular beam of 250 mm width and 500 mm depth has a span of 6 meters. The beam carries a factored load of 40 kN/m including its self-weight. The grade of concrete used is M25 and the steel used is Fe415. Design the beam for flexure and shear as per the limit state method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular beam of 250 mm width and 500 mm depth has a span of 6 meters. The beam carries a factored load of 40 kN/m including its self-weight. The grade of concrete used is M25 and the steel used is Fe415. Design the beam for flexure and shear as per the limit state method.
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