For the frame shown, the distributed loading is applied at EFGH. All the vertical members (AE, IE, BF, JF etc.) have modulus of rigidity equal to El and 3m in length. Find (a) moment at MGH using Slope-Deflection Method. Input the magnitude only in kN-m. E 12 kN 12 kN 12 kN 12 kN K 20 kN/m 50 kN/m 20 kN/m 3EI 2EI 3EI H B TTTTI D TTTTT 6m 3m 3m 3m 3m 3m 3m LL

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the frame shown, the distributed loading is applied at EFGH. All the
vertical members (AE, IE, BF, JF etc.) have modulus of rigidity equal to El and
3m in length. Find (a) moment at MGH using Slope-Deflection Method. Input
the magnitude only in kN-m.
12 kN 12 kN
12 kN 12 kN
K
20 kN/m
50 kN/m
20 kN/m
E
3EI
2EI
G
3EI
А
B
TTT
6m
3m
3m
3m
3m
3m
3m
LL
Transcribed Image Text:For the frame shown, the distributed loading is applied at EFGH. All the vertical members (AE, IE, BF, JF etc.) have modulus of rigidity equal to El and 3m in length. Find (a) moment at MGH using Slope-Deflection Method. Input the magnitude only in kN-m. 12 kN 12 kN 12 kN 12 kN K 20 kN/m 50 kN/m 20 kN/m E 3EI 2EI G 3EI А B TTT 6m 3m 3m 3m 3m 3m 3m LL
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