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AD supported by a rod (truss D shown below. Beam Take EI = 5 * 103 kN.m² for the beam, and AE = 1000 (kN/m?)*m? for the rod (beam is axially rigid), and find the reactions at A and C as well as the axial force in the rod DF using the Force Method (indicate if the rod is in tension or compression). The supports at joints A and F are pins, and the support at Cis a roller. member) at 1s as Requirements/hints: Apply the compatibility of deformations by cutting member FD. Draw the shear force and bending moment diagrams for both cases: external load and the unit load. Calculate all the deformations using the virtual work method.

AD supported by a rod (truss D shown below. Beam Take EI = 5 * 103 kN.m² for the beam, and AE = 1000 (kN/m?)*m? for the rod (beam is axially rigid), and find the reactions at A and C as well as the axial force in the rod DF using the Force Method (indicate if the rod is in tension or compression). The supports at joints A and F are pins, and the support at Cis a roller. member) at 1s as Requirements/hints: Apply the compatibility of deformations by cutting member FD. Draw the shear force and bending moment diagrams for both cases: external load and the unit load. Calculate all the deformations using the virtual work method.

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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Find the reactions at A and C as well as the axial force in the rod DF using the Force Method (indicate if the rod is in tension or compression)?

AD supported by a rod (truss D shown below. Beam Take EI = 5 * 103 kN.m² for the beam, and AE = 1000 (kN/m?)*m? for the rod (beam is axially rigid), and find the reactions at A and C as well as the axial force in the rod DF using the Force Method (indicate if the rod is in tension or compression). The supports at joints A and F are pins, and the support at Cis a roller. member) at 1s as Requirements/hints: Apply the compatibility of deformations by cutting member FD. Draw the shear force and bending moment diagrams for both cases: external load and the unit load. Calculate all the deformations using the virtual work method.
Transcribed Image Text:AD supported by a rod (truss D shown below. Beam Take EI = 5 * 103 kN.m² for the beam, and AE = 1000 (kN/m?)*m? for the rod (beam is axially rigid), and find the reactions at A and C as well as the axial force in the rod DF using the Force Method (indicate if the rod is in tension or compression). The supports at joints A and F are pins, and the support at Cis a roller. member) at 1s as Requirements/hints: Apply the compatibility of deformations by cutting member FD. Draw the shear force and bending moment diagrams for both cases: external load and the unit load. Calculate all the deformations using the virtual work method.
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