The beam consists of three segments pin connected at B and E. Determine the shear force and bending moment in the beam. Use w = 14 KN/m, a = 9.5 m, b= 4.5 m, and c = 6.5 m. The shear force at the point B of the beam in kN is (round to the nearest integer): | kN The bending moment at the point A of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point B of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point C of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point D of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point F of the beam in kN.m is (round to the nearest integer): kN.m The maximum bending moment in the section AB of the beam in kN.m is (round to the nearest integer): | kN.m The maximum bending moment in the section CD of the beam in kN.m is (round to the nearest integer): | kN.m The maximum bending moment in the section DF of the beam in kN.m is (round to the nearest integer): kN.m

The beam consists of three segments pin connected at B and E. Determine the shear force and bending moment in the beam. Use w = 14 KN/m, a = 9.5 m, b= 4.5 m, and c = 6.5 m. The shear force at the point B of the beam in kN is (round to the nearest integer): | kN The bending moment at the point A of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point B of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point C of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point D of the beam in kN.m is (round to the nearest integer): | kN.m The bending moment at the point F of the beam in kN.m is (round to the nearest integer): kN.m The maximum bending moment in the section AB of the beam in kN.m is (round to the nearest integer): | kN.m The maximum bending moment in the section CD of the beam in kN.m is (round to the nearest integer): | kN.m The maximum bending moment in the section DF of the beam in kN.m is (round to the nearest integer): kN.m

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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

The beam consists of three segments pin connected at B and E.
Determine the shear force and bending moment in the beam. Use w = 14
kN/m, a= 9.5 m, b= 4.5 m, and c= 65 m.
The shear force at the point B of the beam in kN is (round to the nearest
integer):
The bending moment at the point A of the beam in kN.m is (round to the
nearest integer):
kN.m
The bending moment at the point B of the beam in kN.m is (round to the
nearest integer):
| KN.m
The bending moment at the point C of the beam in kN.m is (round to the
nearest integer):
| kN.m
The bending moment at the point D of the beam in kN.m is (round to the
nearest integer):
| KN.m
The bending moment at the point F of the beam in kN.m is (round to the
nearest integer):
| KN.m
The maximum bending moment in the section AB of the beam in kN.m is
(round to the nearest integer):
| kN.m
The maximum bending moment in the section CD of the beam in kN.m is
(round to the nearest integer):
| KN.m
The maximum bending moment in the section DF of the beam in kN.m is
(round to the nearest integer):
|KN.m

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