Instruction: Express your intermediate answers in FRACTION or with at least FOUR decimal places and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS. The frame is loaded as shown in the figure. The supports at A is fixed and D is hinged. Use Slope- Deflection in determining the following: a. Unknown rotations or displacement b. Moments at each segment c. Reaction at the given supports. 58 kN/m B C E = 210 GPa 11m 33 kN/m 125x106 mm²4 130x106 mm4 16.5 m 85 kN 120x106 mm4 D 2.4 m E 7.5 m

Instruction: Express your intermediate answers in FRACTION or with at least FOUR decimal places and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS. The frame is loaded as shown in the figure. The supports at A is fixed and D is hinged. Use Slope- Deflection in determining the following: a. Unknown rotations or displacement b. Moments at each segment c. Reaction at the given supports. 58 kN/m B C E = 210 GPa 11m 33 kN/m 125x106 mm²4 130x106 mm4 16.5 m 85 kN 120x106 mm4 D 2.4 m E 7.5 m

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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