Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the moment of inertia of the beam’s cross-sectional area about the centroidal x and y axes.
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- 9.6-1 A cantilever beam AB is subjected to a uni- form load of intensity q acting throughout its length (see figure). Determine the angle of rotation 6, and the deflection & at the free end. IA B L-arrow_forwardplease solve with all stepsarrow_forwardDetermine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly distributed load of intensity Wo applied over its entire length. Using the listed method as follows: b. Moment diagram by parts (arrow_forward
- Determine the distancey to the centroid for the beam's cross-sectional area; then determine the moment of inertia about the x' axis. 25 mm 25 mm 50 mm -75 mm C -75 mm- 50 mm 100 mm 25 mm -Xarrow_forwardUse the moment-area method to determine the slope and deflection at point B of the beam.arrow_forwardDeteemine the moment of inertia of the area with respect to the centroidal axisarrow_forward
- Find the moment of inertia about the y axis, the centroid's x and y coordinates, Ix', ly' about this centroid. Determine the moment of inertia of the beam's cross-sectional area about the y axis. Determine the distance y to the centroid C of the beam's cross-sectional area and then compute the moment of inertia ī about the x' axis. Determine the distance ī to the centroid C of the beam's cross-sectional area and then compute the moment of inertia I about the y' axis. 30 mm 30 mm 70 mm 140 mm 30 mm 170 mm 30 mmarrow_forward3.arrow_forwardDetermine the moments of inertia of the Z-section about its centroidal xo- and yo-axes. 20 mm Answers: Ixo Iyo = = 175 mm IN i 130 mm- i Yo 20 mm -130 mm- 20 mm (106) mm4 (106) mm4arrow_forward
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