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) B2 G3 -6 @ 6.67' = 40- I B4 G4 B1 40' G1 C2 G2 C3 Establish the loading for girder G3. The loading (P) for girder G3 is [ B3 20' kips. (3) 2 @ 10' = 20' I+ 5 @ 8'=40'

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) B2 G3 -6 @ 6.67' = 40- I B4 G4 B1 40' G1 C2 G2 C3 Establish the loading for girder G3. The loading (P) for girder G3 is [ B3 20' kips. (3) 2 @ 10' = 20' I+ 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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The uniformly distributed live load on the floor plan in the figure given below is 65 lb/ft. Consider the live load reduction if permitted by the ASCE standard. I B2 (B) I G3 6 @ 6.67' = 40 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'
Q # 2. Design an interior span slab of a concrete floor system with the following description: Span = 10 m Imposed dead load= 766 N/m² Live load= 4788 N/m? fc'= 27.58 MPa fy = 413.64 MPa (CLO2-C5/PLO3) (15)
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.
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