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Figure 03 "W, KN/m" 4.25m 5.15m b2= 0.55m b3= 0.75m "Wx1/2m, KN" h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m A

Figure 03 "W, KN/m" 4.25m 5.15m b2= 0.55m b3= 0.75m "Wx1/2m, KN" h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m A

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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Considering W= 1290kN/m

Figure 03 "W, KN/m" B C 4.25m 5.15m b2= 0.55m b3= 0.75m "Wx1/2m, KN" h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m A
Transcribed Image Text:Figure 03 "W, KN/m" B C 4.25m 5.15m b2= 0.55m b3= 0.75m "Wx1/2m, KN" h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m A
II. Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBC, McB, McD, MDc and all reactions at support. Use l = 1/12 b(h³) and E = 2.10x107 KPa "W, KN/m" Figure 01 Figure 03 "W. KN/m"
Transcribed Image Text:II. Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBC, McB, McD, MDc and all reactions at support. Use l = 1/12 b(h³) and E = 2.10x107 KPa "W, KN/m" Figure 01 Figure 03 "W. KN/m"
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