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Q4 A frame ABCD as shown in Fig. Q4 is loaded with a uniformly distributed load and a point load. The Young's modulus is 200 GPa, and the second moment of area of all frame members is 250x105 mm². (1) State whether the frame is determinate or indeterminate. If indeterminate, also state the degree of indeterminacy. (2) Determine the support reactions at A and D. (3) Draw axial force, shear force and bending moment diagrams of the frame, and indicate key values. (4) Calculate the horizontal displacement at point D. Note that the effect of axial forces in the frame can be neglected. 10 kN 3 kN/m B 1 m A 4 m Fig. Q4 2.5 m

Q4 A frame ABCD as shown in Fig. Q4 is loaded with a uniformly distributed load and a point load. The Young's modulus is 200 GPa, and the second moment of area of all frame members is 250x105 mm². (1) State whether the frame is determinate or indeterminate. If indeterminate, also state the degree of indeterminacy. (2) Determine the support reactions at A and D. (3) Draw axial force, shear force and bending moment diagrams of the frame, and indicate key values. (4) Calculate the horizontal displacement at point D. Note that the effect of axial forces in the frame can be neglected. 10 kN 3 kN/m B 1 m A 4 m Fig. Q4 2.5 m

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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Q4 A frame ABCD as shown in Fig. Q4 is loaded with a uniformly distributed load and a point load. The Young's modulus is 200 GPa, and the second moment of area of all frame members is 250x105 mm². (1) State whether the frame is determinate or indeterminate. If indeterminate, also state the degree of indeterminacy. (2) Determine the support reactions at A and D. (3) Draw axial force, shear force and bending moment diagrams of the frame, and indicate key values. (4) Calculate the horizontal displacement at point D. Note that the effect of axial forces in the frame can be neglected. 10 kN 3 kN/m B 1 m A 4 m Fig. Q4 2.5 m
Transcribed Image Text:Q4 A frame ABCD as shown in Fig. Q4 is loaded with a uniformly distributed load and a point load. The Young's modulus is 200 GPa, and the second moment of area of all frame members is 250x105 mm². (1) State whether the frame is determinate or indeterminate. If indeterminate, also state the degree of indeterminacy. (2) Determine the support reactions at A and D. (3) Draw axial force, shear force and bending moment diagrams of the frame, and indicate key values. (4) Calculate the horizontal displacement at point D. Note that the effect of axial forces in the frame can be neglected. 10 kN 3 kN/m B 1 m A 4 m Fig. Q4 2.5 m
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Q4 A frame ABCD as shown in Fig. Q4 is loaded with a uniformly distributed load and a point load. The Young's modulus is 200 GPa, and the second moment of area of all frame members is 250x105 mm². (1) State whether the frame is determinate or indeterminate. If indeterminate, also state the degree of indeterminacy. (2) Determine the support reactions at A and D. (3) Draw axial force, shear force and bending moment diagrams of the frame, and indicate key values. (4) Calculate the horizontal displacement at point D. Note that the effect of axial forces in the frame can be neglected. 10 kN 3 kN/m B 1 m A 4 m Fig. Q4 2.5 m
Transcribed Image Text:Q4 A frame ABCD as shown in Fig. Q4 is loaded with a uniformly distributed load and a point load. The Young's modulus is 200 GPa, and the second moment of area of all frame members is 250x105 mm². (1) State whether the frame is determinate or indeterminate. If indeterminate, also state the degree of indeterminacy. (2) Determine the support reactions at A and D. (3) Draw axial force, shear force and bending moment diagrams of the frame, and indicate key values. (4) Calculate the horizontal displacement at point D. Note that the effect of axial forces in the frame can be neglected. 10 kN 3 kN/m B 1 m A 4 m Fig. Q4 2.5 m
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