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 O I B2 G3 C-I -6 @ 6.67'=40- -6 @ 6.67% - B4 G4 B1 (2) ·I· 40' G1 C2 G2 C3 B3 20'- (3 C4 I 2 @ 10' = 20' 5 @ 8' = 40' Cl
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 O I B2 G3 C-I -6 @ 6.67'=40- -6 @ 6.67% - B4 G4 B1 (2) ·I· 40' G1 C2 G2 C3 B3 20'- (3 C4 I 2 @ 10' = 20' 5 @ 8' = 40' Cl
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A floor plan is given we need to find out the loading on beam B3
Uniformly distributed load = 65 lb/ft2
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