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Problem 1. Use slope-deflection method and determine the following unknowns on the frame shown below. Assume E is constant and I for each member is shown in the figure. Show complete solution. Round-off your answers to three decimal places. Fixed-end moment (FEM) on joint B of member BC in kN-m. Indicate negative sign if counter-clockwise. FEMBC (10 pts) b. Rotation at joint A, EIOA in KN-m². Indicate negative sign as applicable. (10 pts) C. Rotation at joint B, El0B in kN-m². Indicate negative sign as applicable. (10 pts) d. Moment at joint B of member BA in kN-m. Indicate negative sign if counter-clockwise. MBA (10 pts) Moment at support C in kN-m. Indicate negative sign if counter-clockwise. Mc (10 pts) e. 16 KN a. 5.9 m 29.80 kN/m B 14.4 kN/m 31 A -3.90 m 3.90 m-

Problem 1. Use slope-deflection method and determine the following unknowns on the frame shown below. Assume E is constant and I for each member is shown in the figure. Show complete solution. Round-off your answers to three decimal places. Fixed-end moment (FEM) on joint B of member BC in kN-m. Indicate negative sign if counter-clockwise. FEMBC (10 pts) b. Rotation at joint A, EIOA in KN-m². Indicate negative sign as applicable. (10 pts) C. Rotation at joint B, El0B in kN-m². Indicate negative sign as applicable. (10 pts) d. Moment at joint B of member BA in kN-m. Indicate negative sign if counter-clockwise. MBA (10 pts) Moment at support C in kN-m. Indicate negative sign if counter-clockwise. Mc (10 pts) e. 16 KN a. 5.9 m 29.80 kN/m B 14.4 kN/m 31 A -3.90 m 3.90 m-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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BADLY NEEDED, PLEASE ANSWER ALL THE QUESTIONS BELOW. SHOW COMPLETE SOLUTION AND ANSWER ACCURATELY. REFER TO THE GIVEN VALUES IN THE FIGURE. I WILL GIVE A DOWN VOTE TO WRONG ANSWER. I WILL RATE ASAP. THANK YOU!

Use SLOPE-DEFLECTION METHOD ONLY and determine the following unknowns on the frame shown below. ASSUME E IS CONSTANT AND I FOR EACH MEMBER IS SHOWN IN THE FIGURE. Show complete solution and round off the answer to three decimal places.

- Fixed-end moment (FEM) on joint B of member BC in kN-m. Indicate negative sign if counter-clockwise. FEMBC

- Rotation at joint A, EIΘA in kN-m2. Indicate negative sign as applicable.

- Rotation at joint B, EIΘB in kN-m2. Indicate negative sign as applicable.

- Moment at joint B of member BA in kN-m. Indicate negative sign if counter-clockwise. MBA

- Moment at support C in kN-m. Indicate negative sign if counter-clockwise. MC 

Problem 1. Use slope-deflection method and determine the following unknowns on the frame shown below. Assume E is constant and I for each member is shown in the figure. Show complete solution. Round-off your answers to three decimal places. Fixed-end moment (FEM) on joint B of member BC in kN-m. Indicate negative sign if counter-clockwise. FEMBC (10 pts) Rotation at joint A, EI0A in kN-m². Indicate negative sign as applicable. (10 pts) Rotation at joint B, E10B in kN-m². Indicate negative sign as applicable. (10 pts) Moment at joint B of member BA in kN-m. Indicate negative sign if counter-clockwise. MBA (10 pts) e. Moment at support C in kN-m. Indicate negative sign if counter-clockwise. Mc (10 pts) 16 KN a. b. C. d. ਹਂ 5.9 m 29.80 kN/m 14.4 kN/m 31 A -3.90 m -3.90 m-
Transcribed Image Text:Problem 1. Use slope-deflection method and determine the following unknowns on the frame shown below. Assume E is constant and I for each member is shown in the figure. Show complete solution. Round-off your answers to three decimal places. Fixed-end moment (FEM) on joint B of member BC in kN-m. Indicate negative sign if counter-clockwise. FEMBC (10 pts) Rotation at joint A, EI0A in kN-m². Indicate negative sign as applicable. (10 pts) Rotation at joint B, E10B in kN-m². Indicate negative sign as applicable. (10 pts) Moment at joint B of member BA in kN-m. Indicate negative sign if counter-clockwise. MBA (10 pts) e. Moment at support C in kN-m. Indicate negative sign if counter-clockwise. Mc (10 pts) 16 KN a. b. C. d. ਹਂ 5.9 m 29.80 kN/m 14.4 kN/m 31 A -3.90 m -3.90 m-
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