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9312 <br /> Nevada: (208)342-7168 ' Loc■ ■s a <br /> Idaho: (208)342-7168 <br /> Colorado: (720)644-9246 / engineering <br /> Alberta: (587)774-9040 <br /> SIMPSON SIMPSON STRONG-TIE COMPANY INC. <br /> r� 5956 W.Las Positas Blvd., Pleasanton,CA 94588. <br /> Strong-Tie 1800)99915099 <br /> ® Www.st Onatie.com <br /> Wood Compression Member Design Continued <br /> Level::compression! tabiltly <br /> Lora- 1 Wall Lumber! Species/ Tr le d P P Fe i E 1 Cf Cp j Cap. �SCap <br /> (Idps) i ton jType Grade (s4.in) (8) (m) (ksi) 1 (ksi) 1 (Ksi)i 1 (kips) 1 OP/ 1 <br /> 7 I 12.87 Sid[ 1iJ(3)2x4.. DFLNo2 31501 8.72 13505 73 0.8250(16 00 f1 6]0208 19b9 =.1fi.08-1 <br /> 12.87 I FA EA Side 1 6x I(2)2x6 1 OFL No2 133.00 1 8.72 5.50 0 62511.350 160011.10 04731 20.63 1 37.10 <br /> a2.87 EA Side 14X ABI�(2)SWl DFLNo2 135003 8.72 350�0.825):1.35011600 ja5.110208) 21.88I.17.87 <br /> 12.87 I EA Side 16x AJI (1)3x61 DFLNo2 f 27501 8.72 i65010.62511.350.1600 11.1010.4731 17.19 130.92 <br /> •I l i 1 _ 1 <br /> 1 6 1 `.25.36 'I EA Side 4x 1(5)2x4I DFL No2 152.50 1 8.72.13.50 0.62517.3501 1600 1 1.15 0.2061 32.81 1 26.81 <br /> i 25.36 1 EA Side 16x 1(3)2x6 1 DFL No2 1 49.50 18.72 15.50 0.625I 1.350 1 1600 11.10 04731 30.94 1 55.65 <br /> 1 ;25.36 l EA Side l4xAlt;(1)4x81 DFLNo2 I50751 872.13.50 062511.350 160011.06 0.224 31.72'125.77^ <br /> 1 25.36 I EA Side l6x Alt (2)3x6 DFLNo2 55001 8.72 1550 0.625;1.3501 1600:1.1O,0.473, 34.38 61.83 <br /> ( 1 1 i 11 I I I 1 1 1 <br /> 5 i 14023 1 EA Side I 4x 9(8)94 I DFL No2 5(84.001 872 1+3.50 0.62511.350 1 1600 1 1.1510 2061 52.50'. 42.89,. <br /> 1 4023 1 EA Side 6x 1(4)2*61 DFLNo2 66001 8.72 1550 0.62511.350:160011.10104731 4125 74.20 <br /> 1 <4023 I EA Side 14x Alt'(2)4x8} DFL Nat ,/101601 872 1 350 0.625 I 1.350 I 1600 11.05 0.224 6344 5154 <br /> 40.23 I EA Side Ex Alt1(2)4x61 DFLNo2 17700 8.72 5.50 0625.1.350 1160011.10 0.4731 48.13 86.57 <br /> I I I <br /> 4 11 "57.41 1 EA Side l 4x 1(11)air DFL No2 115.501 8.78 13.50 0.82511 3501 1600 1115 02031 72.19 (58.26: <br /> 57.41 EA Side 1 6x 1(6)2x6 1 DFL No2 99 00 8 78 i1�5�50 0.625 1.3501 1600 11.10 0.4691 61.88 t 110.22 <br /> 1 S7.A7 EA Sitle'ldx PJtl(2)4x10; 'DFL No2 ,-1729608A8{�3.50 0.8251.3501180011.0010.232f 8084164.79 <br /> 1 <br /> 57.41 1 EA Side 16x Alt1(1)6x101 DFL No1 1104.501 878155006251 1.000116001.0010618; 65.31 103.37 <br /> ' <br /> Run ID:5.9 <br /> .. _. . __..._ <br /> 8 - --4.03 IEA Side' 6x 1(1)2x61 DFLNo2 i1650 872 1560 062511.350r160011A0104731 10.31 188.55 <br /> 4.03 1EA Side.6x Alt (1)3x6I DFLNo2 127501 872 1550 062511.350[160011.10104731 17.19 30.92 <br /> 1 1 1 <br /> > I 1 l <br /> 7 1 13.19 1 EA Side 1 6x 1(2)2x6 DFL No2 33.00 1 8.72 5.50 0 6251 1.3501 1600 1.10 04731 20.63 37.10 <br /> I 13.19 ;EA Side l6 t x Al (1)3x6. DFLNo2 12750:: 8.72 :5.50 062511.35011600 1.1010.473 17.19 130.92 <br /> I ' 1 1 ; 1 I 1 <br /> 6 1 25.96 I EA Side1 6x 1(3)2x6I DFLNo2 149501 8.72 15.50 0.62511.3501160011.1010.47311 30.94 155.65 <br /> 25.96 1 EA Side 16x AItl(2)3x6 1 DFL No2 1 55.00 1 8.72 15.50 0.625 1.3501 1600 11.1010.473; 34.38 161.83 <br /> 1 1 I I I I I I I <br /> 5 1 41.16 I EA Side, 6x 1(4)2x6 1 DFL No2 66.00 18 72 15.50 0.8251 1.350 1600 1 1.1010.4731 4125 1 74.20 <br /> 41.16 1 EA Side 16x Alt:(2)4x6 1 DFL No2 77.0017.001 8.72 15.50 0.625 1.3501 1600 1.1010.473{ 48.13 86.57 <br /> i <br /> I 1 i tt 1 <br /> 4 ; 57.88 IEA Side 1 6x 1(6)2x6, DFLNo2 I9900; 878 15.50 0.62511.3501 160011.1010.469 61.88 110.22 <br /> 1 57.88 1 EA Side 16x Alt1(1)6x101 DFL Not 104.501 8.78 15.50 0.62511.000 1 1600 11.0010.618 65.31 1103.37 <br /> 1 1 I._ I 1 I�_.__..-.. .._ f.........._ . <br /> Run ID:5.9a .__.____.____- . ... <br /> 1 8 4.03 1 EA Side 1 6x 1(1)2x6 1 DFL No2 1 16.50 8.72 15.50 0.625 1.350 1 1600 11.1010.475 10.31 1 18.55 <br /> 4.03 1 EA Side i6x Alti(1)3x6 1 DFL No2 27.50 1 8.72 15.50 0.82511.3501 1800 1 1.1010.4731 17.19 I 30.92 <br /> I I I 1 I 1 I { 1 1 <br /> Version:3.0.1 b Page 24 of 29 <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />