Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w= 16KN/m, P= 25KN and M = 22KNM, L1= 2m, L2 = 8, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIð and deflection by moment – area method
Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w= 16KN/m, P= 25KN and M = 22KNM, L1= 2m, L2 = 8, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIð and deflection by moment – area method
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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