90 = 10 lb/in. P = 80 lb B = 40 in. = 40 in. PROBLEM 4.5-13
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The simple beam AB supports a triangular load of maximum intensity
q0= 10 lb/in. acting over one-half of the span and a concentrated load P =
80 lb acting at m id span (see figure). Draw the shear-force and bending moment diagrams for this beam.
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