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Determine the moments at supports for the beam shown in the Figure below. Take E = 200 GPa, I= 5*(10) mm4. (P in kN)
Determine the moments at supports for the beam shown in the Figure below. Take E = 200 GPa, I= 5*(10) mm4. (P in kN) use (Method of Slope deflection Equation). P. B D 5 m 2.5m 1.5 n 3.5 m P=35
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Structural Analysis
Authors: Russell C. Hibbeler
8th Edition
132570534, 013257053X, 978-0132570534
