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.