Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Pls continue solving in finding the internal reactions. Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram. ps. Pls write it on a paper and use pythagorean theorem
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Step 1: Introducing Given Data
VIEW Step 2: Calculation of reactions at E
VIEW Step 3: Calculation of reactions at A
VIEW Step 4: Calculation of Internal forces for part AB
VIEW Step 5: Calculation of Internal forces for part BCD
VIEW Step 6: Calculation of Internal forces for part FG
VIEW Step 7: Calculation of Internal forces for part DF
VIEW Step 8: Calculation of Axial forces for member DE, DF & EF
VIEW Step 9: Calculation of Internal forces for part DE & EF
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- Determine the maximum moment in kip-ft for the beams shown below using th method of consistent deformations. Select the reaction at the interior support to b the redundant. Express your answer in absolute value and use two decimal places 3 k/ft -B 25 ft 15 ft 21 E = 29,000 ksi I= 2,500 in.+arrow_forward1. Given: A structure shown below Find: (1) Determine the magnitudes and locations of the two distributed loadings. In other words, determine the magnitude and location of the loading between A and C, and those of the loading between D and B. (2) For the member DEB, (a) take the moment at B and find the reaction at E and (b) then find By by either Fy= 0, or EMp = 0. (Recall that support conditions at B and E are rollers, so there are no reactions in x-direction.) (3) For the whole structure, 3 unknown forces and moment at A (Ax, Ay and Ma) are the only unknowns. Determine those 3 unknowns at A. 900 N/m 900 N/m B A C D 2E - 3 m 3 m - 4 m - 3 m3 m-arrow_forwardSolve and provide solutions with explanationarrow_forward
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