a. Determine the slope at points B and C of the beam shown. Take E=29(10)ksi and I=600in*. 15 ft-
a. Determine the slope at points B and C of the beam shown. Take E=29(10)ksi and I=600in*. 15 ft-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Analyze each given items.

Transcribed Image Text:Analyze each given items.
a. Determine the slope at points B and C of the beam shown. Take E=29(10)ksi and
I=600in*.
-1 t.
b. What is the vertical displacement at joint F. Assume all members are pin connected at
their end points. Take A=0.5 in’ and E=29(10*) ksi for each member. Use the method of unit
load.
500 Ib
300 lb
3 ft
3 ft
3 ft
600 Ib
c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of
each segment are as shown. E=200GP.. Fixed support is at A. Use unit load method.
ABc - 6.5(10) mm?
Iạc = 100(10*) mm
- 50 kN
AAB = 18(10°) mm²
LA- 400(10ʻ) mm
1m
m
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