Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =10 N, F2 =60N, F3 =30 N, F4 =1ON, a =5 m, b=2 m, c=3 m, d=5 m F4 F3 F2 F1 E A a

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Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in
figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1
=10 N, F2 =60N, F3 =30 N, F4 =1ON, a =5 m, b=2 m, c=3 m, d=5 m
F4
F3
F2
F1
E
A
d.
a
Transcribed Image Text:Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =10 N, F2 =60N, F3 =30 N, F4 =1ON, a =5 m, b=2 m, c=3 m, d=5 m F4 F3 F2 F1 E A d. a
E
D
d
b
a
(Enter only the values in the boxes by referring the units given in bracket. Also upload the hand
written answer in the link provided)
(i) The reaction at the fixed support "A" (unit in N)=.
(ii) Shear force at the point "A" (Unit in N) =
(ii) Shear force at the point "E" (Unit in N) =
(iv) Shear force at the point "D" (Unit in N) =
(v) Shear force at the point "C" (Unit in N) =
(vi) Shear force at the point "B" (Unit in N) =
(vii) Bending moment at the point "B"(unit in Nm) =
(viii) Bending moment at the point "C"(unit in Nm) =
(ix) Bending moment at the point "D"(unit in Nm) =
(x) Bending moment at the point "E"(unit in Nm) =
(xi) Bending moment at the point "A"(unit in Nm) =
Transcribed Image Text:E D d b a (Enter only the values in the boxes by referring the units given in bracket. Also upload the hand written answer in the link provided) (i) The reaction at the fixed support "A" (unit in N)=. (ii) Shear force at the point "A" (Unit in N) = (ii) Shear force at the point "E" (Unit in N) = (iv) Shear force at the point "D" (Unit in N) = (v) Shear force at the point "C" (Unit in N) = (vi) Shear force at the point "B" (Unit in N) = (vii) Bending moment at the point "B"(unit in Nm) = (viii) Bending moment at the point "C"(unit in Nm) = (ix) Bending moment at the point "D"(unit in Nm) = (x) Bending moment at the point "E"(unit in Nm) = (xi) Bending moment at the point "A"(unit in Nm) =
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