The structure shown is subjected to loads w and P. EI = 16000 kN.m2 a - Analyze the structure shown using the method of consistent deformations and draw the final bending moment diagram. w kN/m b- If the structure is subjected to a downward support settlement at A; how does this settlement affects the structure B P kN 3 m 3 m in comparison to the applied loads? 4 m

The structure shown is subjected to loads w and P. EI = 16000 kN.m2 a - Analyze the structure shown using the method of consistent deformations and draw the final bending moment diagram. w kN/m b- If the structure is subjected to a downward support settlement at A; how does this settlement affects the structure B P kN 3 m 3 m in comparison to the applied loads? 4 m

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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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

The structure shown is subjected to loads
w and P.
EI = 16000 kN.m2
a - Analyze the structure shown using the
method of consistent deformations and
draw the final bending moment diagram.
w kN/m
b- If the structure is subjected to a
downward support settlement at A; how
does this settlement affects the structure
B
P kN
3 m
3 m
in comparison to the applied loads?
.numhe
w = 456 kN/m
P = 654 kN
Settlement = 26 cm
4 m

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