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2: 48 kN CV 60 kN D ++-. -1.5 m-1.5 m. 0.6 m 60 kN E 0.9 m B PROBLEM 5.7 Draw the shear and
2: 48 kN CV 60 kN D ++-. -1.5 m-1.5 m. 0.6 m 60 kN E 0.9 m B PROBLEM 5.7 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment
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Vector Mechanics for Engineers Statics and Dynamics
Authors: Ferdinand Beer, E. Russell Johnston, Jr., Elliot Eisenberg, William Clausen, David Mazurek, Phillip Cornwell
8th Edition
73212229, 978-0073212227
