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PROBLEM S The beam shown has Young's modulus E and moment of inertia I. The end XO by the angle Do is fixed. The and x=L as shown. 7x O is rotated

PROBLEM S The beam shown has Young's modulus E and moment of inertia I. The end XO by the angle Do is fixed. The and x=L as shown. 7x O is rotated

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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ㅈ PROBLEM S The beam shown has Young's modulus E and moment of inertia I. The end X= O by the angle to as shown. 50 cm A E 香 ← 5.1) What are the boundary conditions at x=0, x=L? 5.2) Solve for the vertical beam deflection U/*). Your answer should be in terms of E, I, do, x, L. 5.3) Find the reactions at the fixed end x=0. PROBLEM 6 10cm fixed. The and X-L is rotated is x=L B for →x 30cm C > M дека т L at A, The horizontal team ABC is supported by pin a and the vertical member at B. All connections are plus. All members have a 1x1 cm² square cross section. The Young's modulus is 7061a. The structure is loaded by the moment M at C as shown. 6.1) What is the bending moment of mertia of the vertical member at B 6,2) Find the critical value of M for buckling failure, which member is likely to buckle? 6
Transcribed Image Text:ㅈ PROBLEM S The beam shown has Young's modulus E and moment of inertia I. The end X= O by the angle to as shown. 50 cm A E 香 ← 5.1) What are the boundary conditions at x=0, x=L? 5.2) Solve for the vertical beam deflection U/*). Your answer should be in terms of E, I, do, x, L. 5.3) Find the reactions at the fixed end x=0. PROBLEM 6 10cm fixed. The and X-L is rotated is x=L B for →x 30cm C > M дека т L at A, The horizontal team ABC is supported by pin a and the vertical member at B. All connections are plus. All members have a 1x1 cm² square cross section. The Young's modulus is 7061a. The structure is loaded by the moment M at C as shown. 6.1) What is the bending moment of mertia of the vertical member at B 6,2) Find the critical value of M for buckling failure, which member is likely to buckle? 6
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