709 80TH ST SW VERIZON WIRELESS 2018-01-02 MF Import

Site Number: 83067 Location: South Everett. WA Code: TIAIEIA-222 Rev F Force/Stress Summary Cnpi nyhl Semnnn Enpmprnni $oluhum Inc V 312012009 1:5.'.15 PM 7,' Section: 7 H-5.0 Bot Elev (ft): 110.0 Height (it): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (11) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls_ LEG SOL - 2" SOLID .80.19 Normal No Ice 2.44 100 100 100 58.5 30.6 96.21 0 0 0.00 0.00 83 Member X HORIZ SOL . 718" SOLID -0.84 Normal No Ice 4.994 100 100 100 219.2 4.1 2.49 0 0 0.00 0.00 33 Member X DIAG SOL - 718" SOLID -4.27 90 dog No Ice 5.630 50 50 50 151.7 8.7 5.20 0 0 0.00 0.00 82 Member X Force Fy Cap Num Num Shear Bear Use Controls Max Tension Member_ (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % _ LEG SOL - 2" SOLID 79.63 60 dog No Ice 50 125.65 0 0 0.00 0.00 63 Member HORIZ SOL - 718" SOLID 0.94 Normal No Ice 50 24.05 0 0 0.00 0.00 3 Member DIAG SOL - 718" SOLID 4.17 90 deg No Ice 50 24.05 0 0 0.00 0.00 17 Member Section: 8 V3.5 Sot Elev (ft): 130.0 Height (N): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Hum Num Cap Cap Use Max Compression Member (kip) Load Case (IQ X Y Z NUR (ksl) (kip) Bolls Holes (kip) (kip) % Controls_ LEG SOL - 1 112" SOLID .36.47 Normal No Ice 2.4: 100 100 100 78.0 25.9 45.72 0 0 0.00 0.00 79 Member X HOW SOL - 1 114" SOLID .5.51 90 deg No Ice 4.433 95 95 95 145.5 9.4 11.54 0 0 0.00 0.00 47 Member X DIAG SOL - 314" SOLID .2.88 Normal No Ice 5.086 50 50 50 162.7 7.5 3.32 0 0 0.00 0.00 Force Fv Cap Num Num Shear Bear Use Controls Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap LEG SOL - 1 112" SOLID 37.31 60 deg No Ice 50 70.60 0 0 0.00 0.00 52 Member HORIZ SOL - 1 114" SOLID 1.41 60 deg No Ice 50 49.00 0 0 0.00 0.00 2 Member DIAG SOL - 314" SOLID 6.53 90 deg No Ice 50 17.67 0 0 000 0.00 36 Member Section: 9 V-4-1OFT Bol Elov (ft): 150.0 Height (it): 5.000 Member Shear Bear Force Lon Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (It) X Y Z NUR (ksl) (kip) Bolls Holes (kip) (kip) % Controls_ LEG SOL - 1 112" SOLID 4.88 90 deg Ice 2.29 100 100 100 73.3 21.1 47.85 0 3 0.00 0.00 10 Member X HORIZ SOL - 314" SOLID -0.72 60 dog No Ice 4.000 100 100 100 204.8 4.7 2.10 0 0 0.00 0.00 34 Member X DIAG SOL - 314" SOLID -1.78 90 deg No Ice 4.610 50 50 50 147.5 9.1 4.04 0 0 0.00 0.00 44 Member X Force Fy Cap Num Num Shear Boar Use Controls Max Tension Member (kip) Load Case (ksl) (kip) Bolts Holes Cap (kip) Cap(kip) % LEG SOL - 1 112" SOLID 4.65 60 deg No Ice 50 70.68 0 0 0.00 0.00 6 Member HORIZ SOL - 314" SOLID 0.72 90 deg No Ice 50 17.67 0 0 0.00 0.00 4 Member DIAG SOL . 314" SOLID 1.78 90 deg No ice 50 17.67 0 0 0.00 0.00 10 Member Page a 1 I�