Rework Problem 17-29, but have the program generate a table for normal and shear stresses for values of 9 from 0° to 45° in increments of 5°. User input for this program is to be the cross-sectional area of the member and the axial load.
Example 17-9
A section of a 51-mm-diameter standard-weight steel pipe is bent into the form shown and rigidly embedded in a concrete fooling. Calculate the stresses at points A and B on the pipe. P is 900 N and e is 600 mm.
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