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Nevada: (702)365-9312 I' l.o c h s a <br /> Idaho: (208)342-7168 <br /> Colorado: (720)644-9246 <br /> engineering <br /> Alberta: (587)774-9040 <br /> SIMPSON SIMPSON STRONG-TIE COMPANY INC. <br /> 4.., <br /> 5956 W.Las Positas Blvd., Pleasanton.CA 94588. <br /> Strong--Tie (800)999-5099 <br /> ® www.strongUe.com <br /> Wood Compression Member Design Continued <br /> 1 ICompressionl 1 Total Fc 1 I Bearing Stability <br /> Lora- wan 1 Species/ le 1 d ) Fc E <br /> Level Demand lbn Type Lumber. Grade i(gen); (8) I (in) (Rsro (Rd) I (km) I C( Gip ! Cap. Cap, <br /> t (kWs) �.._� I s ) I (kips) (Ides) <br />' 7 13.19 IEA Side 6z (2)2x61 DFL Not 3300 872 1550 062511.350i 7600,170104731 2063 I37.10 <br /> 13.19 EA SIde)6x Al (1)3x6' DFL No2 27.50 8.72 1550 0.625111.3501 0473 17.19 130.92 <br /> 6 : 25.96 1 EA Side 1 6x (3)2n6 j DFL No2 1 49.50 8.72 15 50 0.62511.3501 1600 i 1.10{0.4731 30.94 1 55.65 <br /> 25.96 EA Side 16x Alll(2)3x8! DFL No2 1 55.00 1 8.72 15.50 0.625)1.3501 1600 11.10 0.4731 34.38 , 61.83 <br /> i 1 i i <br /> !, 5 1 41.16 1 EA Side 16x 1(4)2x6 1 DFL No2 66.00 8.72 15.50 0.6251 1.350 j 1600 1.10 0.4731 41.25 174.20 <br /> 1 1 41.16 1 EA Side 16x Alt1(2)4x6 I DFL No2 1 77.00 1 8.72 15.50 0.6251 1.350 1 1600 11.10104731 48.13 86.57 <br /> 1 1 I <br /> I 1 I I 1 i i 1 1 <br /> 4 1 57.88 1 EA Side 1 6x 1(6)2x61 DFL No2 1 99.00 1 8.78 15.50 0.625I 1.350 160011.1010.469 61.88 1110.22 <br /> 1 I 57.88 1 EA Side 16x N11(1)6x101 DFL No1 104.501 8.78 15.50 10.62511.000 160011.0010.6181 65.31 1103.37 <br /> ( L 1 I I �__._ 1 I i 1 ! <br /> Run ID:5.10 <br /> 8 1 5.10 1 EA Side 1 6x ITN 2l6 1 DFL No2 16.50 i 8.72 15.50 0.6251 1.350 1600 l 1.1010.473 I 10.31 1 18.55 <br /> 1 5.10 1 EA Side 16x AIE,(1)3x6 1 DFL No2 27,50 1 8.72 15.5010.625 1.3501 1600 1 1.1010.4731 17.19 1 30.92 <br /> 1 { 1I ' 1 1 <br /> I 7 i 16.45 I EA Side I 6x 1(2)2x6 1 DFL No2 1 33.00 8.72 15.50 0.625 1.350!1600 11.1010.4731 20.63 37.10 <br /> 1 16.45 i EA Side l6x Alt;(1)3x61 DFL No2 27.50 8.72 5.50 0.625,1.350 1 1600 11.1010.4731 17.19 130.92 <br /> I i I <br /> 6 1 32.33 i EA Side 1 6x 1(4)226 1 DFL No2 1 66.00 1 8.72 15.50 0.625 j 1.3501 1600 11.1010.473, 41.25 74.20 <br /> 1 32.33 1 EA Side 164 A ll(2)3x8 1 DFL Nat 1 5600 1 872 i 5.50 0.626 i 1.350 1600 1 LID 1 Q4731 34.38 61.83 <br /> ' I 1 1 I i <br /> 5 51.25 1 EA Side 1 6x 1(5)2x6 1 DFL No2 82.50 j 8.72 f 5.50 0.62511.350 1600 1 1.10'0.4731 51.56 1 9275 <br /> 1 51.25 1 EA Side 16x ABj(1)6x81 DFL Not 182.50 1 8.72 1550 0.62511.0001 1600 11.00 0.623! 51.56 1 82.23 <br /> i i 1 1 1 1 I 1 { 1 <br /> 1 1 <br /> 4 7220 EA Side 16x I i j 1 1 f <br /> 72.20 EA Side 16x Fet1(1)6x1011 <br /> DFL Not 1104.50 8.78 15.50 0.75d11.000:160011.00)0618' 78.38 103.35 <br /> 1-1 1 1 { 1 I <br /> Run ID:5.10a <br /> ..._..... .. --- <br /> 8 5.5.70 !EA Side i 6z 1(1)2x61 DFL No2 1 16.50, 8.721 5.50 0.6251.350 7600 1.101 0.4731 70.31. 1 78.55 <br /> 1 5.10 1 EA Side'6x Alt)(1)3x61 DFL No2 127.50 8.72 15.50 0.625)1.3501 1600 11.1010.4731 17.19 30.92 <br /> I ! i j ! <br /> 7 1 16.45 1 EA Side 6x 1(2)2x6 1 DFL No2 1 33.00 1 8.7216.50 0.625'1.3501 1800 11.10;0.4731 20.63 1 37.10 1 <br /> 16.45 1 EA Side 6x AI1 (1)3x61 DFL No2 127501 8.72 16.50 062511.350 1600 11.10104731 17.19 1 30.92 <br /> 1 ± 1 1 1 <br /> 6 1 32.33 1 EA Side 6x 1(4)2x61 DFL No2 66001 8.72 1550106251.350 160011.10;0473 4125 74.20 <br /> 1- <br /> 32.33 EA Side 16x Altl(2)3x61-DF1-No2 I55.00!8.7215.50 0.62511.35131160011.1010.473: 34.38 161.83 <br /> i 1 1 1 <br /> 5 1 51.25 1 EA Side 1 6x 1(5)2x6 1 DFL No2 1 8250 1 8.72 15.50 0.62511.3501 1600 11.1010.4731 51.56 1 92.75 <br /> l 51.25 1 EA Side 164 AIt1(1)6x8 I DFL NDI 82.50 1 8.72 15.50'0.62511.0001 1600 11.0010.6231 51.58 1 82.23 <br /> Version:3.0.1 b Page 25 of29 <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />