A 8 m x 5 m rectangular slab is fixed at all edges and the support moment capacities are the same as the midspan moment capacities in each direction. If the collapse load is 15 kN/m, determine the moment capacities. Assume Mpx = 0.4 Mpy- Determine the effect of an additional ultimate line load of 20 kN/m located at the middle of the shorter span parallel to its longer span.

A 8 m x 5 m rectangular slab is fixed at all edges and the support moment capacities are the same as the midspan moment capacities in each direction. If the collapse load is 15 kN/m, determine the moment capacities. Assume Mpx = 0.4 Mpy- Determine the effect of an additional ultimate line load of 20 kN/m located at the middle of the shorter span parallel to its longer span.

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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