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9910 EVERGREEN WAY BUZZ INN STEAKHOUSE 2025-09-11
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9910 EVERGREEN WAY BUZZ INN STEAKHOUSE 2025-09-11
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9/11/2025 7:58:46 AM
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8/21/2025 11:36:14 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
9910
Tenant Name
BUZZ INN STEAKHOUSE
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96 Ft Monopole Tower Structural Analysis February 28, 2022CC!BU No 880407 <br /> Project Number 2078679, Order 601554, Revision 0 Page 99 <br /> Comb_ Description <br /> No. <br /> 46 Dead+Wind 210 deg-Service <br /> 47 Dead+Wind 240 deg-Service <br /> 48 Dead+Wind 270 deg-Service <br /> 49 Dead+Wind 300 deg-Service <br /> 50 Dead+Wind 330 deg-Service <br /> 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg <br /> 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg <br /> 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg <br /> 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg <br /> 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg <br /> 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg <br /> 57 1.2 Dead+1,0 Ev+1.0 Eh 90 deg <br /> 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg <br /> 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg <br /> 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg <br /> 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg <br /> 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg <br /> 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg <br /> 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg <br /> 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg <br /> 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg <br /> 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg <br /> 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg <br /> 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg <br /> 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg <br /> 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg <br /> 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg <br /> 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg <br /> 74 0.9 Dead-1.0 Ev+1.0 Eh 330 de <br /> Maximum Member Forces <br /> Sectro Elevation Component Condition Gov. Axial Major Axis Minor Axis <br /> n fr Type Load Moment Moment <br /> No. Comb K kip ft kip-ft <br /> L1 96-88 Pole -Max 69 0.00 -0.00 0.00 <br /> Max.Compression 26 -5.47 0.02 0.29 <br /> Max.Mx 8 -3.34 -18.85 0.12 <br /> Max.My 2 -3.34 -0.04 19.13 <br /> Max.Vy 8 2.77 -18.85 0.12 <br /> Max.Vx 2 -2.80 -0.04 19.13 <br /> Max.Torque 8 0.17 <br /> L2 88-42.25 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max.Compression 26 -13.03 0.79 -0.24 <br /> Max.Mx 8 -8.00 -254.39 2.82 <br /> Max.My 2 -8.01 -3.40 252.89 <br /> Max.Vy 8 6.31 -254.39 2.82 <br /> Max.Vx 2 -6.24 -3.40 252.89 <br /> Max.Torque 24 0.35 <br /> L3 42.25-0 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max.Compression 26 -18.20 1.20 -0.47 <br /> Max.Mx 8 -12.26 -557.33 6.75 <br /> Max.My 2 -12.26 -8.32 552.79 <br /> Max.Vy 8 7.01 -557.33 6.75 <br /> Max.Vx 2 -6.95 -8.32 552.79 <br /> Max.Torque 24 0.51 <br /> Maximum Reactions <br /> Location Condition Gov. vertical Horizontal,X Horizontal,Z <br /> Load K K K <br /> Comb. <br /> Pole Max.Vert 35 18.20 1.03 -0.59 <br /> tnxTower Report-version 8.1.1.0 <br />
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