2 m 15.67 2m REZ 3 m E 2.33 -2.33 -10 -10 -12.33 -12.33 The shear diagram of a beam is shown. I m V-Diagram (N)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The total upward reaction at F, RF
=
12.33
kN/m
Location of the point of zero shear
relative to point C, x =
1.22
m (2 decimals)
Transcribed Image Text:The total upward reaction at F, RF = 12.33 kN/m Location of the point of zero shear relative to point C, x = 1.22 m (2 decimals)
2 m
2
15.67
REZ
3 m
Im
Im
FV-Diagram
A
C
(18)
-2.33
-10
-10
-12.33
-12.33
The shear diagram of a beam is shown.
There are no couples applied.
Draw the Load Diagram for this beam
and determine the following:
The largest downward concentrated
load on the beam, P
=
10
KN
The intensity of the uniform upward
reaction at section BC, W₁ =
12.835
kN/m (3 decimals)
The largest intensity of the uniformly
varying load on the beam, wt
=
12
kN/m
E
-2.33
Transcribed Image Text:2 m 2 15.67 REZ 3 m Im Im FV-Diagram A C (18) -2.33 -10 -10 -12.33 -12.33 The shear diagram of a beam is shown. There are no couples applied. Draw the Load Diagram for this beam and determine the following: The largest downward concentrated load on the beam, P = 10 KN The intensity of the uniform upward reaction at section BC, W₁ = 12.835 kN/m (3 decimals) The largest intensity of the uniformly varying load on the beam, wt = 12 kN/m E -2.33
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