Draw the shear force and bending moment diagram for the loaded beam shown below. Also mark the salient points in the diagram. where F1=60 N, F2=70N, F3=30N, a=5m, b3D4 m, c=6m & d36m. Neglect the self weight of the beam.

Elements Of Electromagnetics
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Draw the shear force and bending moment diagram for the loaded
beam shown below. Also mark the salient points in the diagram.
where F1=60 N, F2=70N, F3=3ON, a=5m, b=4 m, c=6m & d=6m.
Neglect the self weight of the beam.
F3
F2
F1
B
d.
C
a
(Enter only the values in the boxes by referring the unit given in
brackets. Also upload your hand written answers in the link
provided)
The Reaction at the support "A" RA (Unit in N) is
The Reaction at the support "B" RB (Unit in N) is
Shear force at the point "A" =,
(unit in N)
Shear force at the point "C" =
(unit in N)
Shear force at the point "D" =.
(unit in N)
Shear force at the point "E" =
(unit in N)
Shear force at the point "B" =
(unit in N)
Bending Moment with respect to "B" =
(unit Nm)
Transcribed Image Text:Draw the shear force and bending moment diagram for the loaded beam shown below. Also mark the salient points in the diagram. where F1=60 N, F2=70N, F3=3ON, a=5m, b=4 m, c=6m & d=6m. Neglect the self weight of the beam. F3 F2 F1 B d. C a (Enter only the values in the boxes by referring the unit given in brackets. Also upload your hand written answers in the link provided) The Reaction at the support "A" RA (Unit in N) is The Reaction at the support "B" RB (Unit in N) is Shear force at the point "A" =, (unit in N) Shear force at the point "C" = (unit in N) Shear force at the point "D" =. (unit in N) Shear force at the point "E" = (unit in N) Shear force at the point "B" = (unit in N) Bending Moment with respect to "B" = (unit Nm)
Bending Moment with respect to "B" =
- (unit Nm)
Bending Moment with respect to "E" =
(unit Nm)
%3D
Bending Moment with respect to "D" =
(unit Nm)
Bending Moment with respect to "C" =
(unit Nm)
Bending Moment with respect to "A" =
(unit Nm)
Transcribed Image Text:Bending Moment with respect to "B" = - (unit Nm) Bending Moment with respect to "E" = (unit Nm) %3D Bending Moment with respect to "D" = (unit Nm) Bending Moment with respect to "C" = (unit Nm) Bending Moment with respect to "A" = (unit Nm)
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