"W, KN/m" Figure 01 C 4.22m 4.45m b2= 0.40m "Wx3m, KN" h2= 0.50m b1= 0.70m 7.86m h1= 0.70m b3= 0.60m 3.80m h3= 0.60m A "W/2, KN/m" D Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa I. II.

"W, KN/m" Figure 01 C 4.22m 4.45m b2= 0.40m "Wx3m, KN" h2= 0.50m b1= 0.70m 7.86m h1= 0.70m b3= 0.60m 3.80m h3= 0.60m A "W/2, KN/m" D Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa I. II.

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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