Q4/Design the beam (B1 ),0n the floor system shown in fig. use the following information:- f'c=24Mpa fy=420Mpa ,imposed dead load =2kN/m? , live load=5 KN/m² . all column (400*400) mm, Y. = 24KN / m³ Can you use the moment coefficient method to design beam B2?Why? 9m 9m 9m B1 100mm B2 6m 400mm 300mm B1
Q4/Design the beam (B1 ),0n the floor system shown in fig. use the following information:- f'c=24Mpa fy=420Mpa ,imposed dead load =2kN/m? , live load=5 KN/m² . all column (400*400) mm, Y. = 24KN / m³ Can you use the moment coefficient method to design beam B2?Why? 9m 9m 9m B1 100mm B2 6m 400mm 300mm B1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design For ACI318-19
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