Question 3) The rigid beam CD in the figure is attached to the ceiling with AC and BD rods. The length of the AC rod is L AC =2 m, its diameter is d AC =11 mm, and its modulus of elasticity is E AC = 70 GPa . The bar BD has a length L BD =0.7 m, a diameter d Bp =25 mm and a modulus of elasticity E BD = 94 GPa . The length of the rigid beam CD is L CD = 1.5 m and the point E is in the middle of the rigid beam CD. According to this; CD rigid beam w=53 kN/m when a distributed load of the same size acts; A LẠC LcD LBD •E w kN/m Question 3-A ) Find the vertical displacement of point C(8c). (Write your result in mm .) Response: Question 3-B) Find the vertical displacement of point D(8p). (Your result mm in size of your text.) Response: Question 3-C) Find the vertical displacement of point E ( SE ) .( Write your result in mm .)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Question 3) The rigid beam CD in the figure is attached to the ceiling with AC and BD rods. The length of the AC rod is LAC =2 m , its diameter is d Ac =11 mm, and its
modulus of elasticity is E AC = 70 GPa. The bar BD has a length L BD =0.7 m, a diameter d BD =25 mm and a modulus of elasticity E BD = 94 GPa. The length of the rigid
beam CD is L CD = 1.5 m and the point E is in the middle of the rigid beam CD. According to this; CD rigid beam w=53 kN/m when a distributed load of the same size acts;
A
В
LẠc
LBD
E
w kN/m
Question 3-A ) Find the vertical displacement of point
C(8 c). (Write your result in mm .)
Response:
Question 3-B ) Find the vertical displacement of point
D(8p). (Your result mm in size of your text.)
Response:
Question 3-C) Find the vertical displacement of point E ( SE).( Write your result in mm.)
Transcribed Image Text:Question 3) The rigid beam CD in the figure is attached to the ceiling with AC and BD rods. The length of the AC rod is LAC =2 m , its diameter is d Ac =11 mm, and its modulus of elasticity is E AC = 70 GPa. The bar BD has a length L BD =0.7 m, a diameter d BD =25 mm and a modulus of elasticity E BD = 94 GPa. The length of the rigid beam CD is L CD = 1.5 m and the point E is in the middle of the rigid beam CD. According to this; CD rigid beam w=53 kN/m when a distributed load of the same size acts; A В LẠc LBD E w kN/m Question 3-A ) Find the vertical displacement of point C(8 c). (Write your result in mm .) Response: Question 3-B ) Find the vertical displacement of point D(8p). (Your result mm in size of your text.) Response: Question 3-C) Find the vertical displacement of point E ( SE).( Write your result in mm.)
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