- Ce 120 Spring 2020 Final Exam Problem 2 30 Points The Figure Below Shows A Steel Beam With Distributed Dead Load O 1 (43.12 KiB) Viewed 56 times
- Ce 120 Spring 2020 Final Exam Problem 2 30 Points The Figure Below Shows A Steel Beam With Distributed Dead Load O 2 (43.12 KiB) Viewed 56 times
- Ce 120 Spring 2020 Final Exam Problem 2 30 Points The Figure Below Shows A Steel Beam With Distributed Dead Load O 3 (34.74 KiB) Viewed 56 times
- Ce 120 Spring 2020 Final Exam Problem 2 30 Points The Figure Below Shows A Steel Beam With Distributed Dead Load O 4 (34.74 KiB) Viewed 56 times
CE 120 - Spring 2020 Final Exam Problem 2 (30 points) - The figure below shows a steel beam with distributed dead load of wp=1.0 klf, a distributed live load of wz=0.5 kif, and a point live load of P. = 5 kips at the location shown below. The beam is a W-shape and the steel is Grade A36. (a) Design the beam considering only bending and shear. Do not consider deflections. (b) Now assume that the point live load and the distributed live load are the same magnitude, but they are movable and can be applied anywhere on the beam. Re-design the beam considering only bending and shear. Do not consider deflections. 15, P, = 5 kips wp-10 klf, w: -0.5 kif 40 h 20 a 15w 20w Shear Diagram for a uniform distributed load of -25w 112.5w Moment Diagram for a uniform distributed load of w Puasa -200w a) NE 2.195k 1.875% 0 3.14 4 Vik) - rss Is Mikfil o Find Mu. -- 0 1875 kft
Problem 2 (30 points) - The figure below shows a steel beam with distributed dead load of wp=1.0 klf, a distributed live load of w. = 0.5 klf, and a point live load of P. = 5 kips at the location shown below. The beam is a W-shape and the steel is Grade A36. (a) Design the beam considering only bending and shear. Do not consider deflections. (b) Now assume that the point live load and the distributed live load are the same magnitude, but they are movable and can be applied anywhere on the beam. Re-design the beam considering only bending and shear. Do not consider deflections. 15' P, -5 kips wp=1.0 klf, wu = 0.5 kif Thin TIT 200 40 Le a 15w 20w Shear Diagram for a uniform distributed load of w -25w 112.5w Moment Diagram for a uniform distributed load of w -200w