Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Calculate the gradient and the deflection at point C in terms of EI using the Macaulay method.arrow_forwardDetermine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664arrow_forwardDetermine the slope and deflection at point B of the steel beam shown below using conjugate beam method. The reactions have been computed. E= 29(10³) ksi, I-800 in. 5k A (1 75 k-ft -15 ft- 5 k real beam -15 ft- Barrow_forward
- For the figure below solve for the deflection at midpoint C using virtual work method. E=200GPa and beam is S130x15arrow_forwarddetermine the sign and magnitude of (a) the slope at end A, (b) the deflection at end A (use method of superposition) P MA = Pa C A a- B Larrow_forwardProblem: Determine the deflection specified in each of the following beams. Use only one method to solve for each. You can choose which method to use in each beam, as long as all three must be used in one of the beams. Assume constant El. Use E = 200 GPa and I = 800 x 106 mm² for all beams. 2.) At the right end/overhang 30 kN/m B 9 m 8m 12 m 3m P = 229 KNarrow_forward
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