For the flat plate shown in the figure below (edge beam are not used), design the hatched frame (middle and column strips) in the N-S direction. Given: fc =28MPA, fy = 420MP Super imposed dead load = 4 kN/m^2 Live Load = 3 kN/m^2
For the flat plate shown in the figure below (edge beam are not used), design the hatched frame (middle and column strips) in the N-S direction. Given: fc =28MPA, fy = 420MP Super imposed dead load = 4 kN/m^2 Live Load = 3 kN/m^2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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