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2102 S Flower St - DEF - Storefront - Plan
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2102 S Flower St - DEF - Storefront - Plan
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Last modified
2/5/2026 5:00:11 AM
Creation date
2/5/2026 5:00:05 AM
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Plan
Permit Number
101126259
Full Address
2102 S Flower St
Street Number
2102
Street Direction
S
Street Name
Flower
Street Suffix
St
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Section Properties and Stresses Analysis Results <br />Axes X-Y Centroidal Axes Principal Axes <br />Ix (in^4) +2.859 +2.859 +2.866 <br />Iy (in^4) +0.695 +0.695 +0.687 <br />Ixy (in^4) -0.128 -0.128 +0. <br />Io (in^4) +3.553 +3.553 +3.553 <br />rx (in) +1.557 +1.557 +1.559 <br />ry (in) +0.768 +0.768 +0.763 <br />ro (in) +1.736 +1.736 +1.736 <br />Y top (in)+2.351 +2.405 <br />Y bot (in)+2.15 +2.205 <br />Sx top (in^3)+1.216 +1.192 <br />Sx bot (in^3)+1.33 +1.3 <br />X right (in)+1.005 +1.142 <br />X left (in)+0.995 +1.12 <br />Sy right (in^3)+0.691 +0.602 <br />Sy left (in^3)+0.698 +0.614 <br />Zpx (in^3)+1.596 +1.601 <br />Zpy (in^3)+0.804 +0.796 <br />Max Mx (lb.in)+30404.+29794. <br />Max My (lb.in)+17276.+15044. <br />Mpx (lb.in)+39896.+40015. <br />Mpy (lb.in)+20112.+19902. <br />SFx +1.312 +1.343 <br />SFy +1.164 +1.323 <br />IMax (in^4)+2.866 <br />IMin (in^4)+0.687 <br />Theta (Deg)+3.374 <br />Elastic Neutral Axis <br />In (in^4)+2.742 <br />ENA Angle(°) -10.441 <br />Y top (in)+2.494 <br />Y bot (in)+2.294 <br />Sx top (in^3) +1.1 <br />Sx bot (in^3) +1.195 <br />X right (in)+1.378 <br />X left (in)+1.404 <br />Sy right (in^3) +0.589 <br />Sy left (in^3) +0.578 <br />Zpx (in^3) +1.553 <br />Zpy (in^3) +0.862 <br />Max Mx (lb.in) +27488. <br />Max My (lb.in) +14443. <br />Mpx (lb.in) +38827. <br />Mpy (lb.in) +21545. <br />SFx +1.413 <br />SFy +1.492 <br />Torque Max (lb.in) +8827.929 <br />Buckling <br />jy (monosymmetry) +0.43 in <br />jx (monosymmetry) +0.392 in <br />Cxrt Shear Constant +0.285 in^2 <br />Cyrt Shear Constant +0.532 in^2 <br />ßtf Torsional-flexural +0.865 <br />a Torsional-Bending +1.651 in <br />Area +1.179 in^2 <br />Mass/L +0.116 lb/ in <br />Xc -0.015 in <br />Yc +0. in <br />NA (Deg)-10.44 Deg <br />PNA (x,y)(-0.04,-0.15) <br />Torsion and Shear <br />J(Torsion)+1.107 in^4 <br />Cw(Warping) +1.134 in^6 <br />Xs (Shear) +0.438 in <br />Ys (Shear) +0.515 in <br />Ax +0.409 in^2 <br />Kx +0.347 <br />Ay +0.416 in^2 <br />Ky +0.353 <br />Ios +4.108 in^4 <br />ros +1.867 in <br />Swx +0.416 in^5 <br />Swy -1.361 in^5 <br />Dsc +0.686 in <br />Stressses Yield & Max/Min <br />Sig-yield T +25000. psi <br />Sig-yield C -25000. psi <br />Tau yield +15000. psi <br />Sig-x max T) +82.287 psi <br />Sig-x max C) -89.445 psi <br />Fpt +14737. lb <br />Fpc +14737. lb <br />Loads <br />Moment Mx +100. lb.in <br />Moment My +0. lb.in <br />Axial N [.0,.0] +0. lb <br />Torque Tz +100. lb.in <br />Bimoment Bw +10000. lb.in² <br />Shear Vx +100. lb <br />Shear Vy +100. lb Date : 05-15-2024 / 13:39:25 <br /> Engineer : <br /> Client : <br /> Comment : <br /> Project Ref.: <br /> Project Name: TB266 <br /> <br /> page 2/2Approved by: <br /> <br />V2018.1 - © MechaTools Technologies Inc. 2024 <br />This Product is licenced to : Keller Engineering <br />System Units: <br /> Length:[in] <br /> Mass :[lb] <br /> Stress:[psi] <br />Section Material Identiļ¬cation: <br />[Aluminium 6061 - T6(extruded)]: E=+10000000. [psi]; Nu=0.33; Ro=+0.098[lb/in³] <br />9
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