Situation 3- A horizontal prismatic beam with span of 3 meters is fixed at the left end and free at the right end (cantilever). The beam is subjected to downward vertical concentrated load of 10 kN acting at a point 2 meters to the right of the fixed and a clockwise concentrated moment equal to 15 kN-m acting at the free end. The beam material has a modulus of elasticity of 200 GPa and its cross-section has a moment of inertia equal to 100,000,000 mm^4. 8. What is the deflection (mm) at the free end if the concentrated load was acting alone? A. C. 2.561 B. 2.486 A. 3.375 B. 4.518 D. 9. What is the deflection (mm) at the free end if the moment was acting alone? C. 3.860 4.756 10. What is the maximum deflection in mm? A. 7.079 B. 7.046 D. 2.333 2.290 C. D. 6.346 5.708
Situation 3- A horizontal prismatic beam with span of 3 meters is fixed at the left end and free at the right end (cantilever). The beam is subjected to downward vertical concentrated load of 10 kN acting at a point 2 meters to the right of the fixed and a clockwise concentrated moment equal to 15 kN-m acting at the free end. The beam material has a modulus of elasticity of 200 GPa and its cross-section has a moment of inertia equal to 100,000,000 mm^4. 8. What is the deflection (mm) at the free end if the concentrated load was acting alone? A. C. 2.561 B. 2.486 A. 3.375 B. 4.518 D. 9. What is the deflection (mm) at the free end if the moment was acting alone? C. 3.860 4.756 10. What is the maximum deflection in mm? A. 7.079 B. 7.046 D. 2.333 2.290 C. D. 6.346 5.708
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Situation 3 - A horizontal prismatic beam with span of 3 meters is fixed at the left end and free
at the right end (cantilever). The beam is subjected to downward vertical concentrated load of
10 kN acting at a point 2 meters to the right of the fixed and a clockwise concentrated moment
equal to 15 kN-m acting at the free end. The beam material has a modulus of elasticity of 200
GPa and its cross-section has a moment of inertia equal to 100,000,000 mm^4.
8. What is the deflection (mm) at the free end if the concentrated load was acting alone?
A.
2.561
C.
B. 2.486
D.
9. What is the deflection (mm) at the free end if the moment was acting alone?
A. 3.375
C.
3.860
B. 4.518
D.
4.756
10. What is the maximum deflection in mm?
A. 7.079
B.
7.046
2.333
2.290
C.
D.
6.346
5.708
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