This structure is statically indeterminate. There are more reactions than equations. Must use the force method and the redundant forces provided to solve for the axial force, bending moment and shear force diagrams. Flexual rigidity for each part of the structure is provided in the photographMUST USE THE FORCE METHOD IE.PRINCIPLE OF SUPERPOSITIONCOMPATABILITY EQUATIONS EQUILIBRIUM EQUATIONS Analyse the frame in Figure 1 using the Force Method, with the vertical reaction force at D and horizontalreaction force at E as the ‘redundant forces' (i.e. the 'primary structure' has support D removed and SupportE replaced by a horizontal roller). Draw the shear force, axial force and bending moment (V, N, M)diagrams. The flexural rigidity for each member is indicated on the diagram.15KNA2mនដFI3m2EIB36kN/m✓ ✓+ ✓SmZEI4mEI6mEI197Figure 1Shear Force diagram (V)

Analyse the frame in Figure 1 using the Force Method, with the vertical reaction force at D and horizontal reaction force at E as the ‘redundant forces' (i.e. the 'primary structure' has support D removed and Support E replaced by a horizontal roller). Draw the shear force, axial force and bending moment (V, N, M) diagrams. The flexural rigidity for each member is indicated on the diagram. 15KN A 2m នដ FI 3m 2EI B 36kN/m ✓ ✓ + ✓ Sm ZEI 4m EI 6m EI 197 Figure 1 Shear Force diagram (V)

Analyse the frame in Figure 1 using the Force Method, with the vertical reaction force at D and horizontal reaction force at E as the ‘redundant forces' (i.e. the 'primary structure' has support D removed and Support E replaced by a horizontal roller). Draw the shear force, axial force and bending moment (V, N, M) diagrams. The flexural rigidity for each member is indicated on the diagram. 15KN A 2m នដ FI 3m 2EI B 36kN/m ✓ ✓ + ✓ Sm ZEI 4m EI 6m EI 197 Figure 1 Shear Force diagram (V)

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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