Using Slope Deflection Method forand all reactions at support. Use l = 1/12 b(h³) and E = 2.10x107 KPaFigure 04, determine MAB, MBA, MBc, MCB, McD, MDc1090 KN1090 KN/m545 KN/m5.15m 3.36m3.82m3.82m8.28mb1= 0.45mb2= 0.35mb3= 0.40mh1= 0.55mh2= 0.60mh3= 0.65mFigure 04

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Using Slope Deflection Method for and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa Figure 04, determine MAB, MBA, MBC, MCB, McD, Mpc 1090 KN 1090 KN/m 545 KN/m B 5.15m 3.36m 3.82m 3.82m 8.28m b1= 0.45m b2= 0.35m b3= 0.40m h1= 0.55m h2= 0.60m h3= 0.65m Figure 04

Using Slope Deflection Method for and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa Figure 04, determine MAB, MBA, MBC, MCB, McD, Mpc 1090 KN 1090 KN/m 545 KN/m B 5.15m 3.36m 3.82m 3.82m 8.28m b1= 0.45m b2= 0.35m b3= 0.40m h1= 0.55m h2= 0.60m h3= 0.65m Figure 04

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

Using Slope Deflection Method for
and all reactions at support. Use l = 1/12 b(h³) and E = 2.10x107 KPa
Figure 04, determine MAB, MBA, MBc, MCB, McD, MDc
1090 KN
1090 KN/m
545 KN/m
5.15m 3.36m
3.82m
3.82m
8.28m
b1= 0.45m
b2= 0.35m
b3= 0.40m
h1= 0.55m
h2= 0.60m
h3= 0.65m
Figure 04

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