STEEL COLUMN DESIGN Sample Clauses

STEEL COLUMN DESIGN. The length of the column supporting the multi-span floor beam is approximately nine feet. See figure 2-1. The unbraced length of the column is nine feet in both the X and Y direction. For this column design we will assume a pinned-pinned condition, therefore Ke is equal to one. The exact column bending coefficient (Cm) may be calculated or it may be assumed to be equal to one, which is a conservative assumption. The live load on the column is 15964 lbs and the dead load is 8477 lbs as shown in figure 2-7 under Reactions “Line B”. The load eccentricity on the post is zero in both directions. However it is recommended that a minimum eccentricity of one inch or 1/10th of the member dimension be used, whichever is larger. In this situation we will assume an eccentricity of ½” in both directions to be conservative. Note that eccentricity will significantly affect the column design, however its inclusion is not required by any of the building codes. The duration factor of the loads on the column is 1.00.
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