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Using Slope Deflection Method for the figure below then , determine Ma, Ma, Mac, Mca, Mco, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 Kn/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 800 Kn/m h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m D A |

Using Slope Deflection Method for the figure below then , determine Ma, Ma, Mac, Mca, Mco, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 Kn/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 800 Kn/m h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m D 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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Using Slope Deflection Method for the figure below then , determine Ma, Ma, Mac, Mca, Mco, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 Kn/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 800 Kn/m h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m D A |
Transcribed Image Text:Using Slope Deflection Method for the figure below then , determine Ma, Ma, Mac, Mca, Mco, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 Kn/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 800 Kn/m h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m D A |
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