1. Use superposition to determine the deflection at the end of the overhang, oc shown below:...

 

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1. Use superposition to determine the deflection at the end of the overhang, oc shown below: W 2. Use superposition to determine the deflection at mid-span for the steel beam having I = 180 in^4. 600 lb/ft 10' 3. Use superposition to develop the elastic curve for the cantilever beam shown below: 1001b 2001b P=2000lb 4. Use superposition to find the deflection at location A for the beam below: 20 lbs/ft 3¹-100 lbs 1500 lbs 13' 101b/ft 2 Ft FIG.1 5. Use superposition to find the deflection of the free end of the cantilever shown below: w lb/ft uta) -0 0101-0 L/2 ft 6. Determine the equation of the elastic curve via double integration for the beam shown below: MIL) -+M₂ VIL) - 0 1. Use superposition to determine the deflection at the end of the overhang, oc shown below: W 2. Use superposition to determine the deflection at mid-span for the steel beam having I = 180 in^4. 600 lb/ft 10' 3. Use superposition to develop the elastic curve for the cantilever beam shown below: 1001b 2001b P=2000lb 4. Use superposition to find the deflection at location A for the beam below: 20 lbs/ft 3¹-100 lbs 1500 lbs 13' 101b/ft 2 Ft FIG.1 5. Use superposition to find the deflection of the free end of the cantilever shown below: w lb/ft uta) -0 0101-0 L/2 ft 6. Determine the equation of the elastic curve via double integration for the beam shown below: MIL) -+M₂ VIL) - 0

Answer rating: 100% (QA)

1 The overhang can be divided into two cantilever beams each with a length of L 2 The deflection at the end of the overhang due to each cantilever beam can be found using the following equation PL 3 8... View the full answer