The architects specify that a cover-plated beam no greater than 16.00 in in depth be designed to support a dead service uniform load of 4 klf, not including the beam weight, and a live service uniform load of 6 klf for a 28-ft simple span. A572 steel with Fy = 50 ksi is to be used, and full lateral bracing for the compression flange is to be provided. Use a W14 x 53 plus cover plates.

The architects specify that a cover-plated beam no greater than 16.00 in in depth be designed to support a dead service uniform load of 4 klf, not including the beam weight, and a live service uniform load of 6 klf for a 28-ft simple span. A572 steel with Fy = 50 ksi is to be used, and full lateral bracing for the compression flange is to be provided. Use a W14 x 53 plus cover plates.

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 10.7.3P

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