determine MAАВ, МВА, МВС, Мсв, Мср, МрсUsing Slope Deflection Method for Figure 03and all reactions at support. Use I = 1/12 b(h3) and E = 2.10x107 KPaFigure 031381 KN/m4.25m5.15mb2= 0.55mb3= 0.75mh2= 0.75mh3= 0.75m690.5 KN.m9.95mL4, mb1= 0.75m3.22m h1= 0.75m3.28m國D

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Answered: determine MAв, МВА, Мвс, Мсв, Мср, Mрс…

determine MAв, МВА, Мвс, Мсв, Мср, Mрс Using Slope Deflection Method for Figure 03 and all reactions at support. Use I = 1/12 b(h3) and E = 2.10x107 KPa

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

determine MAАВ, МВА, МВС, Мсв, Мср, Мрс
Using Slope Deflection Method for Figure 03
and all reactions at support. Use I = 1/12 b(h3) and E = 2.10x107 KPa
Figure 03
1381 KN/m
4.25m
5.15m
b2= 0.55m
b3= 0.75m
h2= 0.75m
h3= 0.75m
690.5 KN.m
9.95m
L4, m
b1= 0.75m
3.22m h1= 0.75m
3.28m
國D

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Step 1 Calculate Moment of Inertia and EI values.

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Step 2 Calculate Fixed end Moments.

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Step 3 Applying Slope Deflection equation.

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Step 4 calculate slope value at B and C and Moments value.

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Step 5 Calculate Reaction Values.

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