Answer Happy

Part 1: Given the beam shown in Figure 4a, and assuming the beam is a standard W12x45 wide flange beam made of A-36 structural steel use the double integration method to create an equation for the deflection of the beam (8 pts) b) use your equation to calculate the deflection at the end of the beam (point B) (5 points) c) check your work using Appendix C [2 points) 4 kip/ft Figure 4a B 5 ft 5 ft Part 2: Given the beam shown in Figure 4b, use any method to calculate the support reactions at the ends of the beam. Assume the beam is a standard W12x45 wide flange beam made of quality A-36 structural steel. You should use your work from Part A and any other method you choose. [10 points) 15 kip 4 kip/ft Figure 4b B A 5 ft 5 ft