4-18. Determine the axial tension capacity or strength, Pn, of a 5" wide x 3/8" thick plate hanger considering only yiel

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4 18 Determine The Axial Tension Capacity Or Strength Pn Of A 5 Wide X 3 8 Thick Plate Hanger Considering Only Yiel 1 (40.59 KiB) Viewed 33 times

4-18. Determine the axial tension capacity or strength, Pn, of a 5" wide x 3/8" thick plate hanger considering only yielding and fracture failure modes (i.e., neglect block shear). Assume the plate is connected to the gusset plate at the ends with a single row of 7/8 inch diameter bolts. If the hanger in supports a service dead load of 12 kips, what is the service floor live load in psf that can be supported by the hanger if the hanger has a tributary floor area of 300 ft”. Assume the shear lag factor U = 1.0 and use ASTM A992 steel. —