Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B4 related to the dead load 9 I G1 A1 B-I- C1 B3 B1 40' —— 2 A2 -I- I G2 I C2 B4 B2 30¹ G3 C3 3 -I A3 I 2@13' = 26' 2@13' = 26'

Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B4 related to the dead load 9 I G1 A1 B-I- C1 B3 B1 40' —— 2 A2 -I- I G2 I C2 B4 B2 30¹ G3 C3 3 -I A3 I 2@13' = 26' 2@13' = 26'

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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