Use slope-deflection method to compute the bending moments of element ends for the following structures: 7) Use slope -deflection 4 4 12 t. 2006 Pa I= 100 x 16mm" E = 200 GPa I= 100× 106 mm4 For this question also compute the deflection at Point B.
Use slope-deflection method to compute the bending moments of element ends for the following structures: 7) Use slope -deflection 4 4 12 t. 2006 Pa I= 100 x 16mm" E = 200 GPa I= 100× 106 mm4 For this question also compute the deflection at Point B.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Use slope-deflection method to compute the bending
moments of element ends for the following structures:
7) Use slope -defle ction
Ast
4
4
12
t- 2006 Pa
I= 100x 16mm"
E = 200 GPa
%3D
I= 100× 106 mm4
For this question also
compute the deflection at
Point B.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc63c1261-a41c-4754-ac4e-33e23484eea9%2Fce853537-8304-4f10-8a4a-ff23506ee8cd%2Fjtw7d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Use slope-deflection method to compute the bending
moments of element ends for the following structures:
7) Use slope -defle ction
Ast
4
4
12
t- 2006 Pa
I= 100x 16mm"
E = 200 GPa
%3D
I= 100× 106 mm4
For this question also
compute the deflection at
Point B.
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