A small hydraulic floor crane as shown in Figure P5-65 carries a 5000-lb load. Determine the size of the beam and column needed. Select either a standard box section or a wide-flange section. Assume a rigid connection between the beam and column. The column is rigidly connected to the floor. The allowable bending stress in the beam is 0.60Sy. The allowable deflection is 1/360 of the beam length. Check the column for buckling.

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8 in. 72 in.- 5000 lb 60 in. 20°