PLEASE FOLLOW INSTRUCTIONS. PLEASE WRITE COMPLETE SOLUTIONS AND WRITE LEGIBLY Analyze the one-storex frame shown by either MOMENT DISTRIBUTION METHOD or SLOPE DEFLECTION METHOD and answer the following questions 17A, 17B, 17C, and 17D and choose the best answer, when El is constant. | 3KN 6KN 2KN/m / 1.0m 1.0m V 2.0m 4.0m 3.0m 5.0m 17A. the moment at the fixed support of the beam is nearest to o 2.67 KN/m o 6.72 KN/m o 7.26 KN/m o None of the above

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PLEASE FOLLOW INSTRUCTIONS. PLEASE WRITE COMPLETE SOLUTIONS AND
WRITE LEGIBLY
Analyze the one-sterey frame shown by either MOMENT DISTRIBUTION METHOD or
SLOPE DEFLECTION METHOD and answer the following questions 17A, 17B, 17C, and
17D and choose the best answer, when El is constant.
| 3K'N
6KN
2KN/m
1.0m 1.0m V
2.0m
4.0m
3.0m
5.0m
17A. the moment at the fixed support of the beam is nearest to
o 2.67 KN/m
o 6.72 KN/m
o 7.26 KN/m
o None of the above
17B. What is the vertical component of the reaction at the hinge?
о 333 KN
o 4.33 KN
о 344 KN
none of the above
17C. What is the deflection at the free end?
o -1/EI
o -1.15/EI
o 2.25/EI
o 2.35/EI
17D. What is the deflection at midpoint of the beam with the uniform load?
o -0.15/EI
o -1.15/EI
o - 2.15/EI
o 12.25/E
Transcribed Image Text:PLEASE FOLLOW INSTRUCTIONS. PLEASE WRITE COMPLETE SOLUTIONS AND WRITE LEGIBLY Analyze the one-sterey frame shown by either MOMENT DISTRIBUTION METHOD or SLOPE DEFLECTION METHOD and answer the following questions 17A, 17B, 17C, and 17D and choose the best answer, when El is constant. | 3K'N 6KN 2KN/m 1.0m 1.0m V 2.0m 4.0m 3.0m 5.0m 17A. the moment at the fixed support of the beam is nearest to o 2.67 KN/m o 6.72 KN/m o 7.26 KN/m o None of the above 17B. What is the vertical component of the reaction at the hinge? о 333 KN o 4.33 KN о 344 KN none of the above 17C. What is the deflection at the free end? o -1/EI o -1.15/EI o 2.25/EI o 2.35/EI 17D. What is the deflection at midpoint of the beam with the uniform load? o -0.15/EI o -1.15/EI o - 2.15/EI o 12.25/E
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