Determine the internal moments at B and C and the support reactions due to the loads andsupport settlements of 8 mm at B and 25 mm at C. Assume the supports at B and C are rollersand A and D are pins. El is constant.12 kN/m12 kN/mAB.4 m6 m-4 mFRAMES WITHOUT SIDESWAYUse slope deflection method to determine the reactions for the frame shown.36 kN/mA4 m4 m4 mSolve Problem 6 due to the given loads and a support settlement of 5 mm at B.Determine the member end moments and reactions for the frames shown by using the slope-deflection method.78.Note: Use the 100 kN · m acting at joint C for Equilibrium Equation at the joint, not on FEM's.18 kN/mB100 kN · m5 mEl = constantAE = 200 GPaI = 1,360 (106) mm45 m5 m Item numbers 5 and 7, use E=200 GPa and|=800x10^6 mm^4.

Answered: Image /qna-images/answer/0b9fa88c-5a30-4341-9e07-70636c348a01.jpg

FRAMES WITHOUT SIDESWAY Use slope deflection method to determine the reactions for the frame shown. 6. 36 kN/m A D 4 m 4 m 4 m B 7 Solve Problem 6 due to the given loads and a support settlement of 5 mm at B.

FRAMES WITHOUT SIDESWAY Use slope deflection method to determine the reactions for the frame shown. 6. 36 kN/m A D 4 m 4 m 4 m B 7 Solve Problem 6 due to the given loads and a support settlement of 5 mm at B.

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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Question

Determine the internal moments at B and C and the support reactions due to the loads and
support settlements of 8 mm at B and 25 mm at C. Assume the supports at B and C are rollers
and A and D are pins. El is constant.
12 kN/m
12 kN/m
A
B.
4 m
6 m-
4 m
FRAMES WITHOUT SIDESWAY
Use slope deflection method to determine the reactions for the frame shown.
36 kN/m
A
4 m
4 m
4 m
Solve Problem 6 due to the given loads and a support settlement of 5 mm at B.
Determine the member end moments and reactions for the frames shown by using the slope-
deflection method.
7
8.
Note: Use the 100 kN · m acting at joint C for Equilibrium Equation at the joint, not on FEM's.
18 kN/m
B
100 kN · m
5 m
El = constant
A
E = 200 GPa
I = 1,360 (106) mm4
5 m
5 m

Item numbers 5 and 7, use E=200 GPa and
|=800x10^6 mm^4.

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