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

Answered: Image /qna-images/answer/6a7f5277-7fbc-433f-959b-ca83dfcfd86a.jpg

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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