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ci), rrght Semaan Enerneenng Soh~s. Inc <br />Site Number: 83067 IY 31201120091:52:15 PM <br />Location: South Everett. WA <br />Code: TIA/EIA•222 Rev F <br />Force/Stress Summary <br />Section: 1 U16 <br />Bot Blev (it): 0.00 Height (1t): <br />20.000 <br />Member <br />Shear Bear <br />Force <br />Len Bracing% <br />Fa Cap Num Num <br />Cap Cap <br />Use <br />Max Compression Member <br />(kip) <br />Load Case <br />(11) X Y Z KUR <br />(ksi) (kip) Bolts Holes (kip) (kip) <br />% Controls_ <br />LEG 128.12"BD 1.75" <br />•228.69 <br />Normal Ice <br />10.02 100 100 100 26.0 <br />36.8 265.63 0 <br />0 0.00 0.00 <br />86 Member X <br />HORIZ <br />0.00 <br />0.000 0 0 0 0.0 <br />0.0 0.00 0 <br />0 0.00 0.00 <br />0 <br />DIAG SAE - 4X4X0.25 <br />.6.43 <br />Normal No Ice <br />18." 50 75 50 139.2 <br />10.3 19.92 1 <br />1 21.98 23.20 <br />32 Member Z <br />Force <br />Fy Cap Num Num <br />Shear Bear <br />Use Controls <br />Max Tension Member <br />(kip) <br />Load Case <br />(kal) (kip) Bolts Holes <br />Cap (kip) Cap(klp) <br />% <br />LEG 12B -12"BD 1.15" <br />201.10 <br />60 deg No Ice <br />50 288.37 0 0 <br />0.00 0.00 <br />69 Member <br />HORIZ <br />0.00 <br />0 0.00 0 0 <br />0.00 0.00 <br />0 <br />DIAG SAE - 4X4X0.25 <br />7.37 <br />60 deg Ice <br />36 40.55 1 1 <br />21.90 23.20 <br />33 Boll Shear <br />Section: 2 U14 <br />Bot Elev (it): 20.00 Height (ft): 20.000 <br />Member <br />Shear Bear <br />Force <br />Len Sri cing% <br />Fa Cap Num Num Cap Cap <br />Use <br />Max Compression Member <br />(kip) <br />Load Case <br />(It) X Y Z KUR <br />(kal) (kip) Bolls Holes (kip) (kip) <br />% Controls <br />LEG 128. 12"SO 1.76" <br />-204.92 <br />Normal Ice <br />10.02 100 100 100 26.0 <br />36.8 265.63 0 <br />0 0.00 0.00 <br />77 Member X <br />HORIZ <br />0.00 <br />0.000 0 0 0 0.0 <br />0.0 0.00 0 <br />0 0.00 0.00 <br />0 <br />DIAG SAE - 3.5X3.5X0.3125 <br />.5.43 <br />Normal No ice <br />16.80 50 75 50 146.1 <br />9.3 19.49 1 <br />1 21.98 29.00 <br />27 Llornher Z <br />Force <br />Fv Call Num Num <br />Shear Bear <br />Use Controls <br />Max Tension Member <br />(kip) <br />Load Case <br />(kei) (kip) Bolts Holes Cap (kip) Cap (kip) <br />% <br />LEG 12B -12"BD 1.75" <br />182.72 <br />60 deg No Ice <br />50 288.37 0 0 <br />0.00 0.00 <br />63 Member <br />HORIZ <br />0.00 <br />0 0.00 0 0 <br />0.00 0.00 <br />0 <br />DIAG SAE - 3.5X3.5X0.3125 <br />5.81 <br />90 deg Ice <br />36 50.98 1 1 <br />21.98 29.00 <br />26 Bolt Shear <br />Section: 3 U12 <br />Bot Elev (tt): 40.00 Height (H): <br />20.000 <br />Member <br />Shear Bear <br />Force <br />Lan Bracing % <br />Fa Cap Num Num Cap Cap <br />Use <br />Max Compression Member <br />(kip) <br />Load Case <br />(It) X Y Z KUR <br />(ksi) (kip) Bolts Holes (kip) (kip) <br />% Controls <br />LEG 12B -12"BD 1.5" <br />-178.62 <br />Normal Ice <br />10.02 100 too 100 30.3 <br />36.1 191.50 0 <br />0 0.00 0.00 <br />93 Miynher X <br />HORIZ <br />0.00 <br />0.000 0 0 0 0.0 <br />0.0 0.00 0 <br />0 0.00 0.00 <br />0 <br />DIAG SAE - 3X3X0.3125 <br />.5.40 <br />90 dog Ice <br />15.24 50 75 50 155.3 <br />8.3 14.70 1 <br />1 21.98 29.00 <br />36 Member Z <br />Force <br />Fy Cap Num Num <br />Shear Bear <br />Use Controls <br />Max Tension Member <br />(kip) <br />Load Case <br />(ksi) (kip) Bolts Holes Cap (kip) Cap(klp) <br />% <br />LEG 128.12 BO 1.5" <br />162.41 <br />60 deg No Ice <br />50 211.98 0 0 <br />0.00 0.00 <br />76 Member <br />HORIZ <br />0.00 <br />0 0.00 0 0 <br />0.00 0.00 <br />0 <br />DIAG SAE - 3X3X0.3125 <br />5.11 <br />90 deg Ice <br />36 41.99 1 1 <br />21.98 29.00 <br />23 Boll Shear <br />Page 6 <br />�1b <br />