The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft². Consider the live load reduction if permitted by the ASCE standard. A (B I B2 G3 C-I -6 @ 6.67' = 40 -6 @ 6.67%; B4 G4 B1 40' I G1 C2 G2 C3 Establish the loading for floor beam B4. The loading (W) for floor beam B4 is B3 20'- (3 C4 -I 2 @ 10' = 20' 5 @ 8' = 40' kips/ft.

The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft². Consider the live load reduction if permitted by the ASCE standard. A (B I B2 G3 C-I -6 @ 6.67' = 40 -6 @ 6.67%; B4 G4 B1 40' I G1 C2 G2 C3 Establish the loading for floor beam B4. The loading (W) for floor beam B4 is B3 20'- (3 C4 -I 2 @ 10' = 20' 5 @ 8' = 40' kips/ft.

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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