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G/ L <br /> Effective Section Properties (( <br /> DATE: 3/22/2024 ENGINEER: CRL JOB: 10012 <br /> ELEMENT b h x y A A*x I A*y Ix ly Ix+Ay-2 Iy+Ax-2 <br /> 1 1.5 0.5 0.75 0.25 0.7500 0.5625 0.1875 0.0156 0.1406 13.1483 0.1406 <br /> 2 1.5 4.75 0.75 4.875 7.1250 5.3438 134.7344 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 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 /> _Z.87501 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 0.75 1.4077 4.2232 5.9452 <br /> 4 0.0000 0.0000 <br /> 5 0.0000 0.0000 <br /> 6 0.0000 1 0.0000 <br /> Neutral Axis Section Properties <br /> X 0.75 JIN Ixx 27.927 INA4 <br /> y 4.43 IN lyy 1.477 INA4 <br /> Sxx 6.298 INA3 <br /> V -464 1 LBS Syy 1.969 INA3 <br /> M 1 -19,184 IN*LBS I Qx 5.94518 inA3 <br /> Qy 5.945181 inA3 <br /> Duration: Two Months <br /> Material: DF No.1 Fb Ft Fv FcL 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 1.151 1 1 1.2 1 <br /> Fv 1.15 1 1 1 <br /> Fc// 1.15 1 1 1.05 1 1 <br /> F 1 1 1 1 <br /> E 1 1 1 <br /> Emin 1 1 1 1 <br /> fb 1 130461 psi Whole Section: 1459.93 psi 1 106 <br /> fv = 66 psi Whole Section: 63.9817 psi 31% <br /> Largest Section: 97.6562 psi 48% <br /> F'b 1 = 113801 psi I Fails:221% <br /> F'v 1 1 207 1 psi I Checks:32% <br />