SOLVE EACH PROBLEM USING THE FF. METHODS: •VIRTUAL WORK METHOD •CASTIGLIANO THEOREM (Need Solution) 1. Determine the SLOPE AND DISPLACEMENT at point A. TAKE E=11GPA.THE VALUE OF “I” CAN BE SOLVED BY ITS GIVEN DIMENSION .Support B IS FIXED SUPPORT AND A IS FREE-END. Answer: θ= 0.005725 rad counterclockwise; Δ= 27.3835 mm downward
SOLVE EACH PROBLEM USING THE FF. METHODS: •VIRTUAL WORK METHOD •CASTIGLIANO THEOREM (Need Solution) 1. Determine the SLOPE AND DISPLACEMENT at point A. TAKE E=11GPA.THE VALUE OF “I” CAN BE SOLVED BY ITS GIVEN DIMENSION .Support B IS FIXED SUPPORT AND A IS FREE-END. Answer: θ= 0.005725 rad counterclockwise; Δ= 27.3835 mm downward
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SOLVE EACH PROBLEM USING THE FF. METHODS:
•VIRTUAL WORK METHOD
•CASTIGLIANO THEOREM
(Need Solution) 1. Determine the SLOPE AND DISPLACEMENT at point A. TAKE E=11GPA.THE VALUE OF “I” CAN BE SOLVED BY ITS GIVEN DIMENSION .Support B IS FIXED SUPPORT AND A IS FREE-END.
Answer: θ= 0.005725 rad counterclockwise; Δ= 27.3835 mm downward
(Need Solution) 2. Determine the slope at A and displacement at C. EI is constant.
Answer: θ= -5/EI kN/m^2 counterclockwise; Δ= -2.8125/EI kN/m^3 upward
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