The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft. Consider the live load reductionif permitted by the ASCE standard.IB2(B) IG36 @ 6.67' = 40B4G4BIGIC2G2C3Establish the loading for girder G4.The loading (P) for girder G4 is20'-kips.C4I2 @ 10' = 205 @ 8' 40'

A floor plan is given we need to find out the loading for girder G4Uniformly distributed load, Lo =…

The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft. Consider the live load reduc if permitted by the ASCE standard. (B) I B2 I G3 6 @ 6.67' = 40 THAT B4 G4 BI GI C2 G2 C3 Establish the loading for girder G4. The loading (P) for girder G4 is 20'- kips. C4 I 2 @ 10' = 20 5 @ 8' 40'

The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft. Consider the live load reduc if permitted by the ASCE standard. (B) I B2 I G3 6 @ 6.67' = 40 THAT B4 G4 BI GI C2 G2 C3 Establish the loading for girder G4. The loading (P) for girder G4 is 20'- kips. C4 I 2 @ 10' = 20 5 @ 8' 40'

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.1P

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