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Unformatted text preview: (b) Draw shear and bending moment diagrams for both the vertical and horizontal portions of the structure. 2. Two prismatic bars of 50 mm by 75 mm rectangular cross-section are glued as shown. The allowable normal and shearing stresses for the glued joints are 700 and 560 kPa, respectively. Assuming that the strength of the joint controls the design, what is the largest axial load P that may be applied. References : Juvinall (2006); Ugural and Fenster (2003) AEE 361 – Fall 2009 Section: ___ Name: _______________________ Homework Due: Wednesday October 14, 2009 Some future problems you can play around with if you have the time (do not turn them in). 1. Complete the Mohr’s circle exercise on the web: http://www.engin.umich.edu/students/ELRC/me211/me211/flash3/coach_ stress_03.swf Play the game and print out the certificate to attach it to your HW. 2....
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- Spring '11
- Shear, 1916, 1911, 1912, Turn