2 GIVEN For the frame shown in figure, find : 0.75 kN/m 3.3kN/m Hinge 2 m B 3.75 kN/m 2.4 kN/m 4 m E -2.5m- -2.5m- React

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answerhappygod
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2 GIVEN For the frame shown in figure, find : 0.75 kN/m 3.3kN/m Hinge 2 m B 3.75 kN/m 2.4 kN/m 4 m E -2.5m- -2.5m- React

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2 Given For The Frame Shown In Figure Find 0 75 Kn M 3 3kn M Hinge 2 M B 3 75 Kn M 2 4 Kn M 4 M E 2 5m 2 5m React 1
2 Given For The Frame Shown In Figure Find 0 75 Kn M 3 3kn M Hinge 2 M B 3 75 Kn M 2 4 Kn M 4 M E 2 5m 2 5m React 1 (33.21 KiB) Viewed 35 times
2 GIVEN For the frame shown in figure, find : 0.75 kN/m 3.3kN/m Hinge 2 m B 3.75 kN/m 2.4 kN/m 4 m E -2.5m- -2.5m- Reactions at pin supports A and E. Shear diagrams for all members. Bending moment diagrams for all members. Vertical deflection at the internal hinge at C. Slope at pin A. a) Use SAP 2000 software. b) Use hand calculation to validate the results obtained by SAP 2000. Properties: E = 200 GPa (Steel) 1 = 400 (10") mm
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