Structural Theory 2 Instruction: Express your intermediate answers with at least FOUR decimal places and simplify yourFINAL answers up to IWO DECIMAL PLACES. BOX your FINAL ANSWERS.The continuous beam is loaded as shown in the figure. The supports at A is fixed, B, D and C arerollers. Use Slope-Deflection in determining the following:a. Reaction at the given supports.b. Shear and moment diagram of the beamE = 200 GPa and l=100x106 mm488 kN2.1 m43 kN/m75 kN75 kN40 kN/m73 kN-mEA3 mIm1.11.24.7 m3 mImm

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Answered: Structural Theory 2

Engineering

Civil Engineering

Structural Theory 2

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

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

Structural Theory 2

Instruction: Express your intermediate answers with at least FOUR decimal places and simplify your
FINAL answers up to IWO DECIMAL PLACES. BOX your FINAL ANSWERS.
The continuous beam is loaded as shown in the figure. The supports at A is fixed, B, D and C are
rollers. Use Slope-Deflection in determining the following:
a. Reaction at the given supports.
b. Shear and moment diagram of the beam
E = 200 GPa and l=100x106 mm4
88 kN
2.1 m
43 kN/m
75 kN
75 kN
40 kN/m
73 kN-m
E
A
3 m
Im
1.1
1.2
4.7 m
3 m
Im
m

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