Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Part e) Rotation_at_B Use the principle of virtual work to determine the rotation at Support B. (The positive direction of a rotation is clockwise. Please present your result to 4 decimal places.) Radiansarrow_forwardDetermine the distance y̅ to the centroid of the area and then calculate the moments of inertia Iu and Iυ of the channel’s cross-sectional area. The u and υ axes have their origin at the centroid C. For the calculation, assume allcorners to be square.arrow_forwardDetermine the moment of inertia of the section about its centroidal axis x and y. 75 mm 25mm 150 mm 25 mm 25 mm 125 mmarrow_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_forwardThe area of the green section is 13,222 mm-. It has the following moments of inertia with respect to the x- and y-axes: I, = 344 × 10° mm* and I, = 507 x 106 mm4. X. y y' 100 mm 119 mm Determine the centroidal moments of inertia I, I,, and , in mm* and the corresponding radii of gyration k, k, 'x" y'" X"'y" and k, in millimeters. 4.7e+06 X 2.12e+08 mm4 mm 4 mm k mm = mm mmarrow_forwardDetermine the Rotation at C and Maximum Deflection using Double Integration Methodarrow_forward
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