Beam AD is supported by a rod (truss member) at D as shown Take El =5 * 10³ kN.m² for the beam, and AE = 1000 (kN/m?)*m² 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 C is a roller. below. 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. 100 kN D 100 kN 1.0 m 1.0 m 1.0 m 1.0 m
Beam AD is supported by a rod (truss member) at D as shown Take El =5 * 10³ kN.m² for the beam, and AE = 1000 (kN/m?)*m² 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 C is a roller. below. 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. 100 kN D 100 kN 1.0 m 1.0 m 1.0 m 1.0 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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can you help me with this question please
![Beam
AD is supported by a rod (truss member) at D as shown
Take El =5 * 10³ kN.m² for the beam, and AE = 1000 (kN/m?)*m² 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 C is a roller.
below.
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.
100 kN
D
100 kN
1.0 m
1.0 m
1.0 m
1.0 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6bc66fdd-e059-4e3a-a1e6-a342b494b197%2Fccb6f06d-806e-41d5-8b5e-c5426982065b%2Fbmljax.jpeg&w=3840&q=75)
Transcribed Image Text:Beam
AD is supported by a rod (truss member) at D as shown
Take El =5 * 10³ kN.m² for the beam, and AE = 1000 (kN/m?)*m² 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 C is a roller.
below.
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.
100 kN
D
100 kN
1.0 m
1.0 m
1.0 m
1.0 m
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