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Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A 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.

Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A 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
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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W=1290KN/m. Answer I.

Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A D
Transcribed Image Text:Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A 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.
Transcribed Image Text: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.
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