The cantilever beam AB shown in the figure is subjected to a triangular load acting over one-half of its length and a concentrated load acting at the free end. 2.0 kN/m 2.5 kN| 2 m- -2 m (Use the deformation sign convention.) Draw the shear-force diagram for this beam. Vmax Vmax VX) VX) Vmax Vmax Vmin Vmin 2 Vmin DO'min State the minimum and maximum values of V (in kN). Vmin = kN Vmax = kN Draw the bending-moment diagram for this beam. MIX) Mi X) MX) Mmax Mmax O OMmin. O OMmin State the minimum and maximum values of M (in kN · m). Mmin = kN. m min Mmax = kN - m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The cantilever beam AB shown in the figure is subjected to a triangular load acting over one-half of its length and a concentrated load acting at the free end.
2.0 kN/m
2.5 kN
A
2 m
-
-2 m
(Use the deformation sign convention.)
Draw the shear-force diagram for this beam.
V x)
VX)
Vmax
Vmax
V(x)
Vx)
Vmax
Vmax
Vmin
Vmin
2
2.
4
2
O'min
Vmin
State the minimum and maximum values of V (in kN).
V min
kN
=
Vmax =
kN
Draw the bending-moment diagram for this beam.
M(x)
M( X)
M(X)
M(X)
Mmax
Mmax
2
OMmin
4
O OMmin
State the minimum and maximum values of M (in kN • m).
Mmin
kN : m
M =
max
kN . m
Transcribed Image Text:The cantilever beam AB shown in the figure is subjected to a triangular load acting over one-half of its length and a concentrated load acting at the free end. 2.0 kN/m 2.5 kN A 2 m - -2 m (Use the deformation sign convention.) Draw the shear-force diagram for this beam. V x) VX) Vmax Vmax V(x) Vx) Vmax Vmax Vmin Vmin 2 2. 4 2 O'min Vmin State the minimum and maximum values of V (in kN). V min kN = Vmax = kN Draw the bending-moment diagram for this beam. M(x) M( X) M(X) M(X) Mmax Mmax 2 OMmin 4 O OMmin State the minimum and maximum values of M (in kN • m). Mmin kN : m M = max kN . m
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