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Dead load on girders Consider the plan shown in the figure below. Assume a total dead load of 70 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the concentrated load in kips on girder 2 (G2) related to the dead load (A) G1 A1 (B) I C-I C1 B3 B1 30¹ 2 |A2 I G2 I- I C2 B4 B2 25' G3 C3 A3 I 2@ 10' = 20' 2@ 10' = 20'

Dead load on girders Consider the plan shown in the figure below. Assume a total dead load of 70 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the concentrated load in kips on girder 2 (G2) related to the dead load (A) G1 A1 (B) I C-I C1 B3 B1 30¹ 2 |A2 I G2 I- I C2 B4 B2 25' G3 C3 A3 I 2@ 10' = 20' 2@ 10' = 20'

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Dead load on girders Consider the plan shown in the figure below. Assume a total dead load of 70 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the concentrated load in kips on girder 2 (G2) related to the dead load (A) G1 A1 (B) I C-I C1 B3 B1 30¹ 2 |A2 I G2 I- I C2 B4 B2 25' G3 C3 A3 I 2@ 10' = 20' 2@ 10' = 20'
Transcribed Image Text:Dead load on girders Consider the plan shown in the figure below. Assume a total dead load of 70 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the concentrated load in kips on girder 2 (G2) related to the dead load (A) G1 A1 (B) I C-I C1 B3 B1 30¹ 2 |A2 I G2 I- I C2 B4 B2 25' G3 C3 A3 I 2@ 10' = 20' 2@ 10' = 20'
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