The Figure below shows a cantilever beam subjected to a uniformly distributed load of Q=5.8 kN/m, Segment Length L=3.6 m and a moment M= 2 kN-m. include the free-body diagrams, calculations and the diagrams must show the maximum values of shear force and bending moment.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The Figure below shows a cantilever beam
subjected to a uniformly distributed load of Q=5.8
kN/m, Segment Length L=3.6 m and a moment M=
2 kN-m.
include the free-body diagrams, calculations and
the diagrams must show the maximum values of
shear force and bending moment.
Q2. The Figure below shows a cantilever beam subjected to a uniformly distributed load of Q=5.8
kN/m, Segment Length L=3.6 m and a moment M= 2 kN-m. Upload the detailed solutions with
diagrams of shear force and bending moment in the next Question OR you may choose to upload
ONE SINGLE FILE covering all solutions at the end. Your work out must include the free-body
diagrams, calculations and the diagrams must show the maximum values of shear force and bending
moment. otherwise your answers will NOT be marked. Mere copy paste from free software NOT
accepted.
Partial UDL = Q KN/m
A
고
D
Support A is fixed
I is the length
of segments
M is
moment
a
applied at C in
KN-m
L
C
L
B
L
Transcribed Image Text:The Figure below shows a cantilever beam subjected to a uniformly distributed load of Q=5.8 kN/m, Segment Length L=3.6 m and a moment M= 2 kN-m. include the free-body diagrams, calculations and the diagrams must show the maximum values of shear force and bending moment. Q2. The Figure below shows a cantilever beam subjected to a uniformly distributed load of Q=5.8 kN/m, Segment Length L=3.6 m and a moment M= 2 kN-m. Upload the detailed solutions with diagrams of shear force and bending moment in the next Question OR you may choose to upload ONE SINGLE FILE covering all solutions at the end. Your work out must include the free-body diagrams, calculations and the diagrams must show the maximum values of shear force and bending moment. otherwise your answers will NOT be marked. Mere copy paste from free software NOT accepted. Partial UDL = Q KN/m A 고 D Support A is fixed I is the length of segments M is moment a applied at C in KN-m L C L B L
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