DIRECTION/S: Choose the correct answer on your answer sheet. SITUATION 1. For Items 1-2. 15 kN/m 150 kN - m B. 3 m 1. Using any method, compute the rotation at right support in degrees. E = 200 GPa and I - 200 x 10“ mm a. 0.784° b. 0.014° c. 0.763° d. 0.013° 2. Using any method, compute the rotation at left support in degrees. E = 200 GPa and I = 200 x 106 mm“ a. 0.784 b. 0.014° c. 0.763° d. 0.013° 3. Determine the deflection at the free end of the cantilever beam shown. 60 lb/ft 300 lb ft 9 ft a. 972/EI (downward) b. 25272/EI (downward) c. 792/EI (downward) d. 25272/EI (downward)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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SET B
DIRECTION/s: Choose the correct answer on your answer sheet.
SITUATION 1. For Items 1-2.
15 kN/m
150 kN - m
D
B
6 m
-3 m-
1. Using any method, compute the rotation at right support in
degrees. E = 200 GPa and I = 200 x 106 mm
a. 0.784°
b. 0.014°
c. 0.763°
d. 0.013°
2. Using any method,
degrees. E = 200 GPa and I = 200 x 106 mm
a. 0.784°
b. 0.014°
c. 0.763°
d. 0.013°
compute the rotation at left support in
3. Determine the deflection at the free end of the cantilever
beam shown.
60 lb/ft
300 lb · ft
B.
9 ft
972/EI (downward)
b. 25272/EI (downward)
c. 792/EI (downward)
d. 25272/EI (downward)
a.
Transcribed Image Text:SET B DIRECTION/s: Choose the correct answer on your answer sheet. SITUATION 1. For Items 1-2. 15 kN/m 150 kN - m D B 6 m -3 m- 1. Using any method, compute the rotation at right support in degrees. E = 200 GPa and I = 200 x 106 mm a. 0.784° b. 0.014° c. 0.763° d. 0.013° 2. Using any method, degrees. E = 200 GPa and I = 200 x 106 mm a. 0.784° b. 0.014° c. 0.763° d. 0.013° compute the rotation at left support in 3. Determine the deflection at the free end of the cantilever beam shown. 60 lb/ft 300 lb · ft B. 9 ft 972/EI (downward) b. 25272/EI (downward) c. 792/EI (downward) d. 25272/EI (downward) a.
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