Construct the shear and bending moment diagrams for the beam shown in Figure Q4-C. E-200 GPa. (Use the Method of Consistent Deformation). 25 kN
Construct the shear and bending moment diagrams for the beam shown in Figure Q4-C. E-200 GPa. (Use the Method of Consistent Deformation). 25 kN 30 kN/m ". IAB = 360(10) mm* FA IBC = 180(10) mm* %3D -6 m -4 m
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Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
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