Problem Set: A portion of the floor plan of a certain building is shown in the figure. The total loading (including live and dead loads) in each bay is as shown. Select the lightest suitable W250 section beams if the allowable flexural stress is 125 MPa. Assume the beams are adequately braced. WALL -2.5m -2.5m -2.5m 2.5m 2.5m 15 kPa B-3 15 kPa B-2 -2.5m 9 kPa B-1 G-1 STAIRWELL WALL 9 kPa 2.5m B-2 15 kPa B-3 15 kPa 7m

Problem Set: A portion of the floor plan of a certain building is shown in the figure. The total loading (including live and dead loads) in each bay is as shown. Select the lightest suitable W250 section beams if the allowable flexural stress is 125 MPa. Assume the beams are adequately braced. WALL -2.5m -2.5m -2.5m 2.5m 2.5m 15 kPa B-3 15 kPa B-2 -2.5m 9 kPa B-1 G-1 STAIRWELL WALL 9 kPa 2.5m B-2 15 kPa B-3 15 kPa 7m

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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