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For the frame shown below, find the reaction moment at support A when the support A settles by 0.05 m, moves to the right 0.02 m and rotates clockwise by 0.03 radians, and support D settles 0.03 m and moves to the left 0.03 m. Use Force Method and neglect axial and shear deformations for frame members. (E=200 GPa, I=3x106 mm4) (unit of the moment must be kN.m) 30 kN.m 20 kN 40 kN.m I 2 m 21 3 m 10 kN E 21 20-kN 2 m 21 1'm 3 m 1 m 2 m structural analysis

For the frame shown below, find the reaction moment at support A when the support A settles by 0.05 m, moves to the right 0.02 m and rotates clockwise by 0.03 radians, and support D settles 0.03 m and moves to the left 0.03 m. Use Force Method and neglect axial and shear deformations for frame members. (E=200 GPa, I=3x106 mm4) (unit of the moment must be kN.m) 30 kN.m 20 kN 40 kN.m I 2 m 21 3 m 10 kN E 21 20-kN 2 m 21 1'm 3 m 1 m 2 m structural analysis

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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For the frame shown below, find the reaction moment at support A when the support A settles by 0.05 m, moves to the right 0.02 m and rotates clockwise by 0.03 radians, and support D settles 0.03 m and moves to the left 0.03 m. Use Force Method and neglect axial and shear deformations for frame members. (E=200 GPa, I=3x106 mm4) (unit of the moment must be kN.m) 30 kN.m 20 kN 40 kN.m C 2 m 21 10 kN E 3 m 21 20 kN 2 m 21 1'm A D 3 m 1 m 2 m' structural analysis
Transcribed Image Text:For the frame shown below, find the reaction moment at support A when the support A settles by 0.05 m, moves to the right 0.02 m and rotates clockwise by 0.03 radians, and support D settles 0.03 m and moves to the left 0.03 m. Use Force Method and neglect axial and shear deformations for frame members. (E=200 GPa, I=3x106 mm4) (unit of the moment must be kN.m) 30 kN.m 20 kN 40 kN.m C 2 m 21 10 kN E 3 m 21 20 kN 2 m 21 1'm A D 3 m 1 m 2 m' structural analysis
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