Using Moment Distribution Method determine MAB, MBa, MBc, McB, Mco, Mpc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa 726.667 KN/m 4.55m 1.69m b2= 0.45m h2= 0.65m 1090 KN b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m 872 KN/m A D

Using Moment Distribution Method determine MAB, MBa, MBc, McB, Mco, Mpc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa 726.667 KN/m 4.55m 1.69m b2= 0.45m h2= 0.65m 1090 KN b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m 872 KN/m A D

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

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Using Moment Distribution Method determine MAB, MBA, MBc, McB, Mco,
Mpc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa
726.667 KN/m
4.55m
b2= 0.45m
1.69m
h2= 0.65m
1090 KN
b1= 0.65m
8.36m
h1= 0.65m
b3= 0.65m
7.20m
h3= 0.65m
872 KN/m
A

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