The beam 4m long and perfectly restrained at the ends carries a uniformly distributed load over part of its length as shown below. Compute the end hears and end moments. 1m 1m MA= MB = VA = VB = 3 kN/m 3m B

The beam 4m long and perfectly restrained at the ends carries a uniformly distributed load over part of its length as shown below. Compute the end hears and end moments. 1m 1m MA= MB = VA = VB = 3 kN/m 3m B

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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Concept explainers

Consolidation parameters

Consolidation is the process of expulsion of pore water present in the voids of soil solids under the pressure of the applied load. This is a quick process in the case of coarse-grained soils since the permeability is high due to the presence of more voids, while it is a slow and gradual process in the case of clayey soil as the permeability of clay is less. An example of consolidation is the settlement of soil under a building due to the load coming from the building.

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The beam 4m long and perfectly restrained at the ends carries a uniformly distributed load over part of its length as shown below. Compute
the end hears and end moments.
1m
1m
< Previous
MA= |
MB =
VA =
VB =
3 kN/m
3m
B
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