a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. 

 

a.

4. 124 degrees

b.

3.784 degrees

c.

1.439 degrees

d.

2.106 degrees

b. For the beam shown below, determine the deflection at point B.  E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. 

a

-90.453 mm

b

-73.248 mm

c

-53.876 mm

d

-87.876 mm

 

c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. 

 

a

45.67 mm

b

54.98 mm

c

73.25 mm

d

67.94 mm

60KN
B
4.2m
3m
Transcribed Image Text:60KN B 4.2m 3m
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