Problem 1. The frame is loaded as shown in the figure. The joints B and C are fixed connections while A is supported at by a roller and point B is hinged. Determine the following: a. Determine the support and pin reactions of the frame below. b. Sketch its shear and moment diagrams. c. Determine the value and location of maximum shear and moment of the beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Instruction: Express your intermediate answers with at least FOUR decimal places and
simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS. Start
each problem on a new answer sheet. State all your assumptions and show complete
solutions. Follow the guidelines for the answer sheets, as indicated in the Course Format.
Work on the problems independently.
Problem 1. The frame is loaded as shown in the figure. The joints B and C are fixed connections
while A is supported at by a roller and point B is hinged. Determine the following:
a. Determine the support and pin reactions of the frame below.
b. Sketch its shear and moment diagrams.
c. Determine the value and location of maximum shear and moment of the beam.
4.0 m
B
Y
11 kN/m
Y
5.0 m-
W
C
-3.0 m
24 kN/m
Transcribed Image Text:Instruction: Express your intermediate answers with at least FOUR decimal places and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS. Start each problem on a new answer sheet. State all your assumptions and show complete solutions. Follow the guidelines for the answer sheets, as indicated in the Course Format. Work on the problems independently. Problem 1. The frame is loaded as shown in the figure. The joints B and C are fixed connections while A is supported at by a roller and point B is hinged. Determine the following: a. Determine the support and pin reactions of the frame below. b. Sketch its shear and moment diagrams. c. Determine the value and location of maximum shear and moment of the beam. 4.0 m B Y 11 kN/m Y 5.0 m- W C -3.0 m 24 kN/m
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