Laserfiche WebLink
Site Number: 83067 Code: ANSI/TIA-222-G <br /> Site Name: South Everett,WA Engineering Number: OAA709101_C3_02 8/29/2017 11:37:47 AM <br /> Customer: CLEARWIRE CORPORATION <br /> Force/Stress Summary <br /> • <br /> Section: 7 H-5.0 Bot Elev(ft): 110.0 Height(ft):20.000 <br /> Shear Bear <br /> Pu Len Bracing% F'y Phic Pn Num Num phlRnvphiRn Use <br /> Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG SOL-2"SOLID -69.80 1.2D+1.6W 2.44 100 100 100 58.5 50.0 110.07 0 0 0.00 0.00 63 Member X <br /> HORIZSOL-7/8"SOLID -0.80 1.2D+1.6W 4.994 100 100 100 178.1 50.0 4.28 0 0 0.00 0.00 18 Member X <br /> DIAG SOL-7/8"SOLID -3.30 1.2D+1.6W 90 5.530 50 50 50 136.5 50.0 7.29 0 0 0.00 0.00 45 Member X <br /> Shear Bear Bik Shear <br /> Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use <br /> Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls <br /> LEG SOL-2"SOLID 66.83 0.9D+1.6W 180 50 65 141.37 0 0 0.00 0.00 47 Member <br /> HORIZ SOL-7/8"SOLID 0.86 1.2D+1.6W 50 65 27.06 0 0 0.00 0.00 0.00 3 Member <br /> DIAG SOL-7/8"SOLID 3.24 1.2D+1.6W 90 50 65 27.06 0 0 0.00 0.00 0.00 11 Member <br /> Pu phiRnt Use Num <br /> Max Splice Forces (klp) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 30.26 0.9D+1.6W 180 87.50 35 0 <br /> Top Compression 33.53 1.2D+1.6W 141.40 24 <br /> Bot Tension 66.36 0.9D+1.6W 180 327.12 20 6 1 A325 <br /> Bot Compression 73.10 1.2D+1.6W 0.00 0 <br /> Section: 8 V3.5 Bot Elev(ft):130.0 Height(ft):20.000 <br /> Shear Bear <br /> Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use <br /> Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG SOL-1 1/2"SOLID -30.71 1.2D+1.6W 2.44 100 100 100 78.0 50.0 50.96 0 0 0.00 0.00 60 Member X <br /> HORIZSOL-1 1/4"SOLID -1.24 1.2D+1.6W 4.494 100 100 100 112.1 50.0 22.02 0 0 0.00 0.00 5 Member X <br /> DIAG SOL-3/4"SOLID -2.67 1.2D+1.6W 5.086 50 50 50 146.4 50.0 4.65 0 0 0.00 0.00 Member X <br /> Shear Bear Bik Shear <br /> Pu Fy Fu Phit Pn Num Num phlRnv phiRn phit Pn Use <br /> Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls <br /> LEG SOL-1 1/2"SOLID 30.31 0.9D+1.6W 180 50 65 79.52 0 0 0.00 0.00 38 Member <br /> HORIZ SOL-1 114"SOLID 1.26 1.2D+1.6W 60 50 65 55.22 0 0 0.00 0.00 0.00 2 Member <br /> DIAG SOL-3/4"SOLID 2.64 1.2D+1.6W 90 50 65 19.88 0 0 0.00 0.00 0.00 13 Member <br /> Pu phiRnt Use Num <br /> Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 3.46 0.9D+1.6W 180 41.80 8 0 <br /> Top Compression 5.21 1.2D+1.6W 73.80 7 <br /> Bot Tension 30.26 0.9D+1.6W 180 0.00 0 <br /> Bot Compression 33.53 1.2D+1.6W 0.00 0 <br /> Page 15 <br />