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Idaho: : (208)342-716 ' Lochs 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 /> `�„ I�1,, 5956 W.Las Positas Blvd.. Pleasanton.CA 94588. <br /> Stong- ie (800)9995°99 <br /> Strong <br /> awww.stron9Ue.com <br /> Bearing Plate Design Continued <br /> Bearing I i w 1 L. 4 Hole ;Bearing Wall Plate or I Pc peR I Bearing 1 Allowable <br /> Level Demand Model No. 1 (in) i (in) t Db I Factor 4 Wood Beam (ksi) Area I Capacity <br /> I (kips) I ' I (In) I 1 species I (in') 1 (MP) <br /> Run ID:5.7 <br /> 8 3.24 BPRTUD3-013 1 300 i 3.50 10.62501 1.11 DFL I 0.625 ... 9.270 1 642 <br /> 7 8.00 BPRTU05-66 3.00 = 5.50_ r _� <br /> 1.00001 1.07 ! DFL 0.625 15.418 I 10.30 <br /> 6 11.55 PL93X8.5 3.00 1 8.50 11.1875I 1.00 1 DFL I 0.625 24.015 1 15.01 <br /> 5 13.92 PL14-3X8.5 3.00 1 8.50 1 1.81251 1.00 : DFL I 0.625 22.358 1 13.98 <br /> 4 16.23 PL14.3X12 1 300 112.00 18125 1 1.00 DFL I 0.625 _... 32.858 1 _,.20.54,... <br /> Run ID:5.9 <br /> 8 j 3.25 BPRTUD3-4B � 3.00 1 3.50 j 0.62501 1.11 1 DFL I 0.625 9270 1 6.42 <br /> 7 8.09 BPRTUD5-66 3.00 1 5.50 11.00001 1.07 1 DFL 1 0.625 15.418 1 10.30 <br /> 6 - 11.70 PL95X5.5 5.00 1 5.50 1 1.7875 I 1.07 I DFL I 0.825 26.015 1 17.37 <br /> 5 14.14 PL705X12 1 5.00 1 12.00 i 1.3125 1 1.00 1 DFL 1 0.625 I 58.233 i 36.40 <br /> 4 15.33 PL145X5.5 5.00 1 5.50 11.8125 1 1.07 DFL 1 0.625 _ _ .24.358 1 16.26 _ _r <br /> Run ID:5.9a __ <br /> 8 3.25 BPRTUD3413 3.00 1 3.50 10.625e 1.11 I DFL 0825 9.270 1 6.42 <br /> 7 8.09 BPRTUD55B i 3.00 1 5.50 1 1.0000 1 1.07 1 DFL I 0.625 15.418 1 10.30 <br /> 6 1 11.70 1 PL9-5X5.5 S.XJ 5.50 11.1875I 1.07 DFL 1 0.625 26.015 I 17.37 <br /> 5 11414 1 PL10-5X12 500 11200 13125 I 1.00 1 DFL 1 0.625 58233 I 36.40 <br /> I4 1 1533 1 PL745X55 5.00 1 550 I 18125 4 1.07 DFL 1 0.625 24.358 I 1826 <br /> Run ID:5.10 <br /> 8 14.32 1- BPRTU05-6A . . 3.00 1 4.50.I1.00001 1.06 I DFL....._1 0.625 ._...r.-10.419 I 7,06 <br /> 7 70.62 I PL9SX5.5 6.00 1 5.50 11.18751 1.07 DFL 1 0.625 26.015 1 17.37 <br /> 8 15.34 PL145X5.5 i 5.00 1 5.50 11.81251 1.07 DFL 1 0.625 24.358 I 16.26 <br /> 5 18.39 PL74-5X8.5 5.00 I 8.50 11.8125` 1 1.00 1 DFL 1 0.625 39.358 I 24.60 <br /> 4 18.95 PL745X85 5.00 1 8.50 I 18125I 1.00 1 DFL I 0.625 39358 I 24.60 _ 1 <br /> Run ID:5.10a <br /> 8 ) 4.32 BPR11.105-6A 1 3.00 I 4.50 l 1.0000 I 1.08 y DFL I 0.625 1 10.419 4 7.06 <br /> 7 10.82 1 PL9-5X5.5 i 5.00 1 5.50 1 1.18751 1.07 DEL I 0.625 I 26.015 1 17.37 <br /> 6 1 15.34 1 PL14SX5.5 j 5.00 1 5.50 11.8125 1 1.07 1 DFL 1 0.625 4 24.358 1 16.26 <br /> 6 I 1839 PL14-5X85 1 SX I 8.50 1181251 100 DFL 1 0625 L 39358 1 24.60 <br /> 4 18.95 _..._PL145X85 i_.._500 4 8.50 1781251 1.00 DFL N.I 0.625 1 39.358 1 24.60 <br /> Notes: <br /> (I) Bearing area factor,Cb=(le+0.375)l lb for lb<6,Ces1.00 for b>'6. <br /> (2)The plate bending capacity Is evaluated and included b the allowable load rating. <br /> (3)When bearing plate Is at top level,the Designer is responsible for checking the bending and shear of the double top plates. <br /> Version:3.0.1b Page 28 of 29 <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />