Q2 Draw the shear-force and bending-moment diagrams for a cantilever heam AB supporting a lincarly varying load of maximum intensity g0 = is KN/ m, L= 20 m (see figure). Q4 Draw the shear force and bending moment diagrams for a beam shown below 3000 N/m 0.8 -1.6 m- 0.8 m- QS, Draw the shear-force and bending-moment diagrams for a beam shown below 10.6 kN/m 5.1 kN/m 5.1 kN/m BA 4.2 m 4.2 m 1.2 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q3) Draw the shear-force and bending-moment diagrams for a cantilever beam AB supporting
a linearly varying load of maximnum intensity q0 = 15 KN/ m, L = 20 m (see figure).
90
Q4) Draw the shear-force and bending-moment diagrams for a beam shown below
3000 N/m
A.
B
-0.8 m-
1.6m
0.8 m-
QS) Draw the shear-force and bending-moment diagrams for a beam shown below
10.6 kN/m
5.1 kN/m
5.1 kN/m
ID
B/
OOD.
to
4.2 m
4.2 m
1.2 m
Q6, Draw the shear-force and bending-moment diagrams for a beam shown below
SAN
12AN
JAN
20m
JL0m
30m
30m
Q7) Draw the shear-force and bending-moment diagrams for a beam shown below
6 KN/m
|12 KN
2 kN/m
4,0 m
2.0 m
VA
I'a
Q8) sketch the axial load, shear force and bending moment
diagrams.
12 kN 16 kN/m
12 kN
*
16 kN
B
6 kN/m -
Hp
D
3.0 m
5.0 m
VA
Vo
8.0 m
4.0 m
Transcribed Image Text:Q3) Draw the shear-force and bending-moment diagrams for a cantilever beam AB supporting a linearly varying load of maximnum intensity q0 = 15 KN/ m, L = 20 m (see figure). 90 Q4) Draw the shear-force and bending-moment diagrams for a beam shown below 3000 N/m A. B -0.8 m- 1.6m 0.8 m- QS) Draw the shear-force and bending-moment diagrams for a beam shown below 10.6 kN/m 5.1 kN/m 5.1 kN/m ID B/ OOD. to 4.2 m 4.2 m 1.2 m Q6, Draw the shear-force and bending-moment diagrams for a beam shown below SAN 12AN JAN 20m JL0m 30m 30m Q7) Draw the shear-force and bending-moment diagrams for a beam shown below 6 KN/m |12 KN 2 kN/m 4,0 m 2.0 m VA I'a Q8) sketch the axial load, shear force and bending moment diagrams. 12 kN 16 kN/m 12 kN * 16 kN B 6 kN/m - Hp D 3.0 m 5.0 m VA Vo 8.0 m 4.0 m
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