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Determine the slope and the displacement at midspan of the non-prismatic beam as shown in figure below. E = 200 GPa, I = 100
Determine the slope and the displacement at midspan of the non-prismatic beam as shown in figure below. E = 200 GPa, I = 100 x 106 mm4. Use conjugate beam method. Use a) DIM b) MAM (deflection only) c) Conjugate Beam Method 15 KN + 1m 15 kN/m 21 3 m 2 m 15 kN/m
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Smith and Roberson Business Law
Authors: Richard A. Mann, Barry S. Roberts
15th Edition
1285141903, 1285141903, 9781285141909, 978-0538473637
