1 A steel rod (ASTM-A242) of diameter = 50 mm (Ovp= 260 MPa) supports an axial load P = 50R and a vertical load R acting at the end of an 0.8-m-long arm (Fig. 1). (a) Draw a free-body diagram of the structure in Fig. 1. (b) Draw and label a stress element for point A on the rod. (c) Given a factor of safety Fs = 2.5, compute the largest permissible value of R using the following criteria: (i) maximum shearing stress and (ii) maximum distortion energy. 1.2 m 0.8m
1 A steel rod (ASTM-A242) of diameter = 50 mm (Ovp= 260 MPa) supports an axial load P = 50R and a vertical load R acting at the end of an 0.8-m-long arm (Fig. 1). (a) Draw a free-body diagram of the structure in Fig. 1. (b) Draw and label a stress element for point A on the rod. (c) Given a factor of safety Fs = 2.5, compute the largest permissible value of R using the following criteria: (i) maximum shearing stress and (ii) maximum distortion energy. 1.2 m 0.8m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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