Tong W-shape spaced center, as framing plan below. The dead load applied to the floor is 40 psf and the live load applied to the floor is 100 psf. Neglect the self-weight of the floor system in the calculations below. (a) assuming beam B1 as simply supported, calculate the required flexural strength for beam B per LRFD (b) assuming the floor slab provides continuous lateral support to the floor beams, design a W. for B1 and show the available strength øMn of the selected size. B1

Tong W-shape spaced center, as framing plan below. The dead load applied to the floor is 40 psf and the live load applied to the floor is 100 psf. Neglect the self-weight of the floor system in the calculations below. (a) assuming beam B1 as simply supported, calculate the required flexural strength for beam B per LRFD (b) assuming the floor slab provides continuous lateral support to the floor beams, design a W. for B1 and show the available strength øMn of the selected size. B1

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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3) Calculations Steel Structure Corridor Dead Load = (uniform load) Live Load = 80 psf (uniform load) Find Ac 15
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