Question

Problem 2. (40 pts) The overhanging beam is carrying a concentrated load, concentrated moment, uniform distributed load, and triangular load. Determine the maximum deflection between the supports. Use the Double Integration Method. Express you answer in inches. Show the free body diagram, calculations of moment equation, calculation of constants of integration, and calculation of maximum deflection. 15 points may be deducted for incorrect support reactions. The modulus of elasticity is 29,000 ksi and the moment of inertia is 800 in$^4$. 6 kip 3 kip/ft 6 kip/ft O R 6 ft E 12 ft N 12 ft 12 kip-ft

          Problem 2. (40 pts) The overhanging beam is carrying a concentrated load, concentrated moment,
uniform distributed load, and triangular load. Determine the maximum deflection between the
supports. Use the Double Integration Method. Express you answer in inches. Show the free body
diagram, calculations of moment equation, calculation of constants of integration, and calculation of
maximum deflection. 15 points may be deducted for incorrect support reactions. The modulus of
elasticity is 29,000 ksi and the moment of inertia is 800 in$^4$.
6 kip
3 kip/ft
6 kip/ft
O
R
6 ft
E
12 ft
N
12 ft
12 kip-ft

Problem 2. (40 pts) The overhanging beam is carrying a concentrated load, concentrated moment,
uniform distributed load, and triangular load. Determine the maximum deflection between the
supports. Use the Double Integration Method. Express you answer in inches. Show the free body
diagram, calculations of moment equation, calculation of constants of integration, and calculation of
maximum deflection. 15 points may be deducted for incorrect support reactions. The modulus of
elasticity is 29,000 ksi and the moment of inertia is 800 in^4.
6 kip
3 kip/ft
6 kip/ft
O
R
6 ft
E
12 ft
N
12 ft
12 kip-ft

Added by Susana D.

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