engineering recuitment MPPGCL JE 2024 Mock Test Reinforced Concrete Structures Beams and Slabs Beams
A beam 300 mm depth and of symmetrical I section has a I = 1 x 108 mm4 and is simply supported over a span of 6 m. Calculate the udl it may carry if the max bending stress is not to exceed 100 N/mm2
1
14.6 kN/m
2
15 N/mm
3
14.81 kN/m
4
15.14 kN/m