A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system of Problem 5.11-7. Do not check deflections. Assume that the girder is supporting beams on each side, and assume that the beams weigh 35 lb/ft. Consider the beam reactions to act as point loads on the girder. a. Use LRFD. b. Use ASD. 5.11-9 Same as Problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beams).

A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system of Problem 5.11-7. Do not check deflections. Assume that the girder is supporting beams on each side, and assume that the beams weigh 35 lb/ft. Consider the beam reactions to act as point loads on the girder. a. Use LRFD. b. Use ASD. 5.11-9 Same as Problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beams).

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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