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 B2 related to the dead load (A) I (B) G1 © A1 I C1 B3 B1 __________40¹ A2 ·I· G2 I C2 I ↓ B4 B2 30' G3 C3 3 A3 I I I 2@13' = 26' 2@13' = 26'

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 B2 related to the dead load (A) I (B) G1 © A1 I C1 B3 B1 __________40¹ A2 ·I· G2 I C2 I ↓ B4 B2 30' G3 C3 3 A3 I I 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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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 B2 related to the dead
load
A
G1
A1
(B) I
I
C1
k
B3
B1
40¹
A2
I-
G2
I-
C2
I
4
B4
B2
30'
G3
C3
3
A3
I
I
2@13' = 26'
2@13' = 26'

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