12.67KN/mFigure 02C3.26mb2= 0.30m2.40mh2= 0.35m19m, KNb1= 0.40m9.67mh1= 0.40mb3=0.45m6.75mh3=0.45m15.2KN/m AD Using Moment Distribution Method for all figures, determine MAB, MBA, MBc, McB, McD, Mpc and allreactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPaUsing Slope Deflection Method for all figures, determine MAB, MBA, MBc, McB, McD, MDc and allreactions at support. Use I = 1/12 b(h³) and E = 2.10x10' KPa

Answered: Image /qna-images/answer/3f7653ba-4d59-4671-92e8-7117ab702e3f.jpg

Using Moment Distribution Method for all figures, determine MAB, MBA, MBC, MCB, McD, MDC and all reactions at support. Use I=1/12 b(h³) and E = 2.10x10² KPa Using Slope Deflection Method for all figures, determine MAB, MBA, MBC, MCB, MCD, MDc and all reactions at support. Use I=1/12 b(h³) and E = 2.10x10' KPa

Using Moment Distribution Method for all figures, determine MAB, MBA, MBC, MCB, McD, MDC and all reactions at support. Use I=1/12 b(h³) and E = 2.10x10² KPa Using Slope Deflection Method for all figures, determine MAB, MBA, MBC, MCB, MCD, MDc and all reactions at support. Use I=1/12 b(h³) and E = 2.10x10' 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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