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Assume a beam has the loading shown and a rectangular cross section. is at the center and G is at the bottom. Assume point E is at the top, F Cross Sectional View of plane cut at B 400 lb 4 in 500 lb 3 in 10 in. 15 it 1 5 in 1) The beam is cut along a face at B that is perpendicular to the X axis. What is the internal resistive shear force at this face? 2) What is the Moment from the 400 lb load at this face? 3) Calculate I (Area moment of inertia) for this beam with this loading. 4a) For point E, what is the total normal stress? Give the value as negative if it is compression. Remember ?total is due to both the normal force and bending. Apply superposition. b) For poirtt E, what is the transverse shear stress? 5a) For point F, what is the total normal stress? Give the value as negative if it is compression. -Remember ?total is due to both the normal force and bending. Apply superposition.
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