Design a WT tension-hanger connection between a 2L3×3×5/16 tension member and a W24×94 beam connection to support the following loads: PD = 13.5 kips PL = 40 kips Use 3/4-in. diameter ASTM
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A HSS12 × 8 × 1/2 standard steel shape is used to support the loads shown on the beam in Figure P8.29. The shape is oriented so that bending occurs about the
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Use the graphical method to construct the shearforce and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations.
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