1. Given is a 100 kN load acting at the midspan of a 6m. cantilever beam whose I = 5x10³ mm* and E = 180 GPa. a. Using DIM, Determine the deflection at the free-end.

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Chapter2: Loads On Structures
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Use Double Integration, Area-Moment, Conjugate Beam, Virtual Work and Consistent Deformation Method

1. Given is a 100 kN load acting at the midspan of a
6m. cantilever beam whose I = 5x10³ mm and E= 180
GPa.
a. Using DIM, Determine the deflection at the
free-end.
b.
Using AM, Determine the slope at the
free-end.
c. Using CB, Determine the deflection at the
midspan.
d.
Using VWM, Determine the slope at the
midspan.
e.
Using DIM, Determine the deflection at 2m
from the fixed-support
f.
Using AM, Determine the deflection at 2m
from the fixed-support
g.
Using CB, Determine the slope at 2m from
the free-end.
h. Using VWM, Determine the deflection at 2m
from the free-end.
i.
Using DIM, Determine the slope at 2m from
the free-end.
Transcribed Image Text:1. Given is a 100 kN load acting at the midspan of a 6m. cantilever beam whose I = 5x10³ mm and E= 180 GPa. a. Using DIM, Determine the deflection at the free-end. b. Using AM, Determine the slope at the free-end. c. Using CB, Determine the deflection at the midspan. d. Using VWM, Determine the slope at the midspan. e. Using DIM, Determine the deflection at 2m from the fixed-support f. Using AM, Determine the deflection at 2m from the fixed-support g. Using CB, Determine the slope at 2m from the free-end. h. Using VWM, Determine the deflection at 2m from the free-end. i. Using DIM, Determine the slope at 2m from the free-end.
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