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TIA-222-H CONNECTION CHEC <br />Mount to Tower Connection - Typ. All Sectors <br />2023723.21.214755.02 <br />Bolt Diameter (d) 0.625 in Height (h) 8 in <br />Net Tensile Area (An) 0.226 in2 Width (w) 8 in <br /># of Bolts Total (n 4 Thickness (t) 0.75 in <br />Bolt Distance Up-Down 6 in Steel Grade A36 <br />Bolt Distance Left-Righ 6 in Plate Yield Strength (Fy) 36 ksi <br />Bolt Grade A325N Support Arm Height 4 in <br />Bolt Tensile Strength (ub)120 ksi Support Arm Width 4 in <br />Moment (M) 3.86 k-ft Moment (M) 5.08 k-ft <br />Axial (T) 1.08 kips Axial (T) 0.54 kips <br />Shear (V) 1.22 kips Shear (V) 1.67 kips <br />Nominal Tensile Strength (Rnt) 27.120 kips Nominal Tensile Strength (Rnt) 27.120 kips <br />Nominal Shear Strength (Rnv) 18.41 kips Nominal Shear Strength (Rnv) 18.41 kips <br />Bolt Tensile Force (Tub) 4.13 kips Bolt Tensile Force (Tub) 5.21 kips <br />Bolt Shear Force (Vub) 0.305 kips Bolt Shear Force (Vub) 0.417 kips <br />Tub/φRnt 0.20323 Tub/φRnt 0.25637 <br />Vub/φRnv 0.02209 Vub/φRnv 0.03020 <br />(Vub/φRnv)2+(Tub/φRnt)2 0.04179 (Vub/φRnv)2+(Tub/φRnt)2 0.06664 <br />Bolt Capacity = 20.3%OK Bolt Capacity = 25.6%OK <br />Bolt Circle (DBC) 8.485 in Bolt Circle (DBC) 8.485 in <br />Effective Width (Bef ) 7.48 in Effective Width (Bef ) 7.48 in <br />Flexural Moment (Mu) 8.27 k-in Flexural Moment (Mu) 10.43 k-in <br />Flexural Strength (ØMn) 34.10 k-in Flexural Strength (ØMn) 34.10 k-in <br />Plate Capacity=24.2%OK Plate Capacity=30.6%OK <br />Bolt Information Flange Information <br />Plate Capacity (Left-Right)Plate Capacity (Up-Down) <br />Bolt Capacity (Left-Right)Bolt Capacity (Up-Down) <br />RISA 3D Reactions (Up-Down) RISA 3D Reactions (Left -Right) <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024