Question: Using the LRFD method, select the lightest available section with F y = 5 0 ksi. To support dead load of 1 . A =

Using the LRFD method, select the lightest available section with Fy=50ksi. To support dead
load of 1.A=
kft. and a service live load of 3.B=
kft. for a 25+C=
simple span. The section is to have full lateral bracing for its compression flange, and the maximum
total service load deflection is not to exceed 11500 the span length.
A=6,B=3,C=3,D=4,E=6,F=1,G=9
Using the LRFD method, select the lightest

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