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Effective Section Properties <br /> DATE: 3/22/2024 ENGINEER: CRL 10B: 10012 <br /> ELEMENT b h x y I A A*x A*y Ix ly Ix+Ay^2 ly+Ax^2 <br /> 1 1.5 0.5 0.75 0.25 0.7500 0.5625 0.187S 0.0156 0.1.406 13.1483 0.1406 <br /> 2 1.5 4.75 0.75 4.875 7.1250 5.3438 34.7344 13.3965 1.3359 14.7789 1.3359 <br /> 3 0.0000 0.0000 0.0000 ! 0.0000 0.0000 0.0000 0.0000 <br /> 4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 0.0000 <br /> 5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br /> 6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 <br /> 7.8750 5.9063 34.9219 27.9272 1.4766 <br /> SECTION AT POINT Statistical Moment of Area:Q <br /> ELEMENT b h x y A y*A <br /> OF INTEREST 1 1.5 0.5 0.75 4.1845 0.7500 3.1384 <br /> 2 1.5 1.93 0.75 0.9673 2.9018 2.8068 <br /> 3 1.5 2.81548 0.7S 1.4077 4.2232 S.9452 <br /> 4 0.0000 0.0000 <br /> 5 0.0000 0.0000 <br /> 6 0.0000 0.0000 <br /> Neutral Axis Section Properties <br /> z 0.75 IN Ixx 27.927 IN^4 <br /> 0 4.43 JIN lyy 1.477 IN^4 <br /> Sxx 6.298 IN^3 <br /> V -246 LBS Syy 1.969 IN^3 <br /> M -21,321 IN*LBS Qx 5.94518 in^3 <br /> Qy 15.94S18, in^3 <br /> Duration: Two Months <br /> Material: OF No.1 Fb Ft Fv Fc-L Fc// E Emin <br /> Original Size: 2x8 1000 675 180 625 1500 1700000 620000 <br /> CD I CM Ct CL CF Cfu Ci Cr Cp CT Cb <br /> Fb 1.151 1 1 1 1.2 1 1 1 <br /> Ft 1.15 1 1 1.2 1 <br /> Fv 1.15 1 1 1 <br /> Fc// 1.15 1 1 1.05 1 1 <br /> Fc-L 1 1 1 1 <br /> E 1 1 1 <br /> Emin 1 1 1 1 <br /> fb 1 133851 psi Whole Section: 1622.5 psi 118% <br /> fv = 35 psi Whole Section: 33.8719 psi 17% <br /> Largest Section: 51.6991 psi 25% <br /> F'b 113801 psi I Fails:246% <br /> F'v 1 207 1 psi I Checks:17% <br />