A fixed-ended beam is to be designed with using the maximum Moment throughout the span of he beam. The beam, 5 meters long, supports a super-imposed dead load of 20kN/m and an occupancy load of 30kN/m. Due to architectural reasons, the dimensions of the beam must be imited to 175mm x 300mm. For simplification, the initial ratio of breadth-to-effective depth must be 0.75 (before rounding-off). Design the beam in using the following specifications: fy f'c 345Mpa 20.7Mpa MRSB 16mm Stirrups 10mm Dimensions of the beam must be rounded off to multiples of 10mm.
A fixed-ended beam is to be designed with using the maximum Moment throughout the span of he beam. The beam, 5 meters long, supports a super-imposed dead load of 20kN/m and an occupancy load of 30kN/m. Due to architectural reasons, the dimensions of the beam must be imited to 175mm x 300mm. For simplification, the initial ratio of breadth-to-effective depth must be 0.75 (before rounding-off). Design the beam in using the following specifications: fy f'c 345Mpa 20.7Mpa MRSB 16mm Stirrups 10mm Dimensions of the beam must be rounded off to multiples of 10mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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