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Problem (7.1): An element in plane stress from the frame of a racing car is oriented known angle 6 (see Figure 7.30). On this inclined element, the normal and shear have the magnitudes and directions shown in the figure. Determine the normal and she stresses acting on an element whose sides are parallel to the xy axes; that is, determine Oy, and Txy. Show the results on a sketch of an element oriented at 0 =0°. at stresses 4,180 psi 2,360 psi 0=30° 15,220 psi Figure (7.30)

Problem (7.1): An element in plane stress from the frame of a racing car is oriented known angle 6 (see Figure 7.30). On this inclined element, the normal and shear have the magnitudes and directions shown in the figure. Determine the normal and she stresses acting on an element whose sides are parallel to the xy axes; that is, determine Oy, and Txy. Show the results on a sketch of an element oriented at 0 =0°. at stresses 4,180 psi 2,360 psi 0=30° 15,220 psi Figure (7.30)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem (7.1): An element in plane stress from the frame of a racing car is oriented ata known angle 0 (see Figure 7.30). On this inclined element, the normal and shear st have the magnitudes and directions shown in the figure. Determine the normal and she stresses acting on an element whose sides are parallel to the xy axes; that is, determine Oy, and Try. Show the results on a sketch of an element oriented at 0 =0°. ly 4,180 psi 2,360 psi 0=30° 15,220 psi Figure (7.30) 177
Transcribed Image Text:Problem (7.1): An element in plane stress from the frame of a racing car is oriented ata known angle 0 (see Figure 7.30). On this inclined element, the normal and shear st have the magnitudes and directions shown in the figure. Determine the normal and she stresses acting on an element whose sides are parallel to the xy axes; that is, determine Oy, and Try. Show the results on a sketch of an element oriented at 0 =0°. ly 4,180 psi 2,360 psi 0=30° 15,220 psi Figure (7.30) 177
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