2. Compute the column load, P, that would induce a bearing capacity failure for the 3.5 ft by 6.5 ft rectangular concrete column shown below (i.e., do not use a factor of safety – find the column load at which failure is expected to occur). The groundwater table is at least 6 ft deep. Use Vesic's bearing capacity formula. [Course Objective #2] 2a. Intermediate calculation - enter the ultimate bearing capacity (qult) in psf. 2b. Final calculation - enter the column load that would cause failure in kips. 1.5 P? 3.5 ft Sand, y = 118 pcf Clay Su = 560 psf Y = 100 pcf

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.