Question: A W 2 4 x 5 5 ( I x = 1 3 5 0 i n 4 ) has been selected for a 2

A W24 x 55(Ix=1350in4) has been selected for a 20+A=
ft . simple span to support a
total service live load of 3+B=
kft.(including beam weight). Is the center line
deflection of this section satisfactory for the service live load if the maximum permissible value is
1360 of the span?
A=6,B=3,C=3,D=4,E=6,F=1,G=9
A W 2 4 x 5 5 ( I x = 1 3 5 0 i n 4 ) has been

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