Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a 18 kN and L = 5.6 m. = a MB B = EI A k 2EI -3 m- C Calculate the bending moment at B: kN m * 2EI -3 m- D ΕΙ E 1 m L

Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a 18 kN and L = 5.6 m. = a MB B = EI A k 2EI -3 m- C Calculate the bending moment at B: kN m * 2EI -3 m- D ΕΙ E 1 m L

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

Using the force method, calculate the bending moment at B for the
statically indeterminate frame below. Please ignore the axial and shear
deformations. Take a = 18 kN and L = 5.6 m.
a
B
ΕΙ
A
2EI
-3 m-
C
Calculate the bending moment at B:
kN m
MB
2EI
-3 m
D
ΕΙ
E
↑
1 m
L

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