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The square reinforced concrete slab (4.5*4.5) m as shown in Fig. below. It is simply supported at its left and right edges, fully fixed at its bottom edge, and free of support along the top side. Reinforcement provides design strength oMn kN.m/m in negative bending at the right edge. Using the equilibrium method, find the factored load Wu uniformly distributed over the surface that would cause flexural failure. = 26 kN.m/m in positive bending and oMn= 39

The square reinforced concrete slab (4.5*4.5) m as shown in Fig. below. It is simply supported at its left and right edges, fully fixed at its bottom edge, and free of support along the top side. Reinforcement provides design strength oMn kN.m/m in negative bending at the right edge. Using the equilibrium method, find the factored load Wu uniformly distributed over the surface that would cause flexural failure. = 26 kN.m/m in positive bending and oMn= 39

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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: The square reinforced concrete slab (4.5*4.5) m as shown in Fig. below. It is simply supported at its left and right edges, fully fixed at its bottom edge, and free of support along the top side. Reinforcement provides design strength oMn = 26 kN.m/m in positive bending and oMn= 39 %3D kN.m/m in negative bending at the right edge. Using the equilibrium method, find the factored load Wu uniformly distributed over the surface that would cause flexural failure.
Transcribed Image Text:: The square reinforced concrete slab (4.5*4.5) m as shown in Fig. below. It is simply supported at its left and right edges, fully fixed at its bottom edge, and free of support along the top side. Reinforcement provides design strength oMn = 26 kN.m/m in positive bending and oMn= 39 %3D kN.m/m in negative bending at the right edge. Using the equilibrium method, find the factored load Wu uniformly distributed over the surface that would cause flexural failure.
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