2. By using Three Moment Equation, determine the deflection at the free end of the beam shown -5 m- 180 kN B 15 kN/m -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4
2. By using Three Moment Equation, determine the deflection at the free end of the beam shown -5 m- 180 kN B 15 kN/m -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use 3 decimal Places
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