Question: 1 8 - 2 . The architects specify that a cover - plated beam no greater than 1 6 . 0 0 in in depth

18-2. 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 is to be used, and full lateral bracing for the compression flange is to be provided. Use a W14*53 plus cover plates.

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