2. Determine the slope and deflection at point B of the beam shown by double integration method. -6ft 60 k-ft -12 ft El = constant E = 10,000 ksi I = 800 in.
2. Determine the slope and deflection at point B of the beam shown by double integration method. -6ft 60 k-ft -12 ft El = constant E = 10,000 ksi I = 800 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2. Determine the slope and deflection at point B of the beam shown by double integration
method.
-6 ft
60 k-ft
A/E
В
12 ft
El = constant
E = 10,000 ksi
I = 800 in.
3. A 5m simply supported beam is loaded with 200 kN-m concentrated moment (CW) placed
3.5m from left support. The flexural rigidity of the beam is El. If the distance x is measured
from the left support.
Determine the following:
a) The equation of the slope.
b) The equation of the deflection curve
4. A 9m simply supported beam is loaded with a 69kN concentrated load placed 4.5m from
the left support.
Determine the following:
a) The slope of the tangent at the left support.
b) The rotation at the right support.
c) The deflection under the load.
d) The maximum deflection of the beam.
5. For the beam loaded and supported as shown.
300 N/m
to
2m
2m
4m
Determine the following:

Transcribed Image Text:Determine the following:
a) The rotation at the right support.
b) The deflection at mid-span
c) The location and the maximum deflection
6. Tabulate the value of deflection of the beam at an interval of 0.2m from the left support
and using this values draw the Elastic curve of the beam. Let El = 6x106 Nm?
a)
600N/m
200N/m
200N/m
2m
Зт
10. 8m,0.8m,
6.6m
x (т)
Ely (N. m³)
у (m)
у (тm)
(GRAPH OF THE ELASTIC CURVE)
b)
120N/m
120N/m
2m
2m
2m
6m
х (т)
Ely (N.m³)
у (т)
у (тт)
(GRAPH OF THE ELASTIC CURVE)
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