Determine the LRFD factored load for the following situations on a steel column (Ignore any roving potential concentrated live loads); a. Tributary area is 324 SF. Column self-weight is 2 kips. The self-weight of the flooring system that the column supports is 63 PSF. The column supports a typical office space in an office building. The super-imposed dead load is 10 PSF. b. Tributary area is 900 SF. The column is 15’ tall and weighs 145 pounds per linear foot. The column is located within a ‘heavy’ storage warehouse. The total dead load (not including the self-weight of the column) is 85 PSF.
Determine the LRFD factored load for the following situations on a steel column (Ignore any roving potential concentrated live loads); a. Tributary area is 324 SF. Column self-weight is 2 kips. The self-weight of the flooring system that the column supports is 63 PSF. The column supports a typical office space in an office building. The super-imposed dead load is 10 PSF. b. Tributary area is 900 SF. The column is 15’ tall and weighs 145 pounds per linear foot. The column is located within a ‘heavy’ storage warehouse. The total dead load (not including the self-weight of the column) is 85 PSF.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the LRFD factored load for the following situations on a steel column (Ignore any
roving potential concentrated live loads);
a. Tributary area is 324 SF. Column self-weight is 2 kips. The self-weight of the flooring system
that the column supports is 63 PSF. The column supports a typical office space in an office
building. The super-imposed dead load is 10 PSF.
b. Tributary area is 900 SF. The column is 15’ tall and weighs 145 pounds per linear foot. The
column is located within a ‘heavy’ storage warehouse. The total dead load (not including the
self-weight of the column) is 85 PSF.
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