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 (Use the deformation sign convention.) Draw the shear-force diagram for this beam. Vmax VX) Vmax Vmax Vmax Vmin Vmin O O'min OO'min State the minimum and maximum values of V (in kN). Vmin = kN Vmax = kN Draw the bending-moment diagram for this beam. MX) M(X) M(X) MIX) Mmax Mmax OMmin O OMmin State the minimum and maximum values of M (in kN - m). Mmin= kN - m Mmax = kN - m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 |
B
2 m
2 m-
(Use the deformation sign convention.)
Draw the shear-force diagram for this beam.
V(x)
VX)
Vmax
Vmax
VIX)
VX)
Vmax
Vmax
Vmin
Vmin
2
O OVmin
O O'min
State the minimum and maximum values of V (in kN).
V.
min
kN
Vmax =
Draw the bending-moment diagram for this beam.
M(x)
M(X)
M(X)
Mmax
Mmax
OMmin
O OMmin
State the minimum and maximum values of M (in kN · m).
Mmin
kN - m
Mmax =
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 | B 2 m 2 m- (Use the deformation sign convention.) Draw the shear-force diagram for this beam. V(x) VX) Vmax Vmax VIX) VX) Vmax Vmax Vmin Vmin 2 O OVmin O O'min State the minimum and maximum values of V (in kN). V. min kN Vmax = Draw the bending-moment diagram for this beam. M(x) M(X) M(X) Mmax Mmax OMmin O OMmin State the minimum and maximum values of M (in kN · m). Mmin kN - m Mmax = kN - m
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