(35s) Moment of Inertia, n rectangular elements - Printable Version +- HP Forums (https://www.hpmuseum.org/forum) +-- Forum: HP Software Libraries (/forum-10.html) +--- Forum: General Software Library (/forum-13.html) +--- Thread: (35s) Moment of Inertia, n rectangular elements (/thread-21767.html) |
(35s) Moment of Inertia, n rectangular elements - Jazmond - 05-19-2024 05:57 PM Hello all, I'm an engineering student who has been benefiting greatly from the community and wanted to share my life-saving/time-saving program which takes n rectangular elements, their width and heights, and the centroidal distances to the composite centroid, the second area moment of inertia, and the total area. (I001) LBL I CLVARS CLE XEQ I046 INPUT N RCL N STO S INPUT B INPUT H INPUT Y XEQ I018 DSE S GOTO I008 XEQ I034 RCL C RCL T RTN RCL B RCLx H STO (I) RCL Y STO (J) E+ RCL H 3 y^x RCLx B 12 / STO+ T XEQ I051 RTN xW ///DD?? STO C XEQ I046 RCL (J) RCL- C x^2 RCLx (I) STO+ T XEQ I051 DSE N GOTO I037 RTN 10 STO I 20 STO J RTN 1 STO+ I STO+ J RTN This stores the total moment of inertia under T, the area under A, and the centroid under C. The program ends by printing Y: Centroid X: Mom. of Inertia RE: (35s) Moment of Inertia, n rectangular elements - Nihotte(lma) - 08-24-2024 10:39 AM Hi Jazmond, Thanks for the program Would you like to provide us with some numerical examples to accompany your program? In what practical context have you already implemented it? Laurent RE: (35s) Moment of Inertia, n rectangular elements - PedroLeiva - 08-24-2024 11:56 AM I will also add, please show a graphic illustration for those not so familiar with physics. Thank you in advance. Pedro RE: (35s) Moment of Inertia, n rectangular elements - Johnh - 08-24-2024 11:57 AM Hi Jazmond Nice work. I can appreciate how useful that is. Im a structural engineer and teacher and its useful for the properties of irregular sections. I have some that do similar. Here's an extended challenge: Can you Include the section modulus (Z) at the top and the bottom of the section?Then you have all the properties needed to work out stresses. To do that, you could keep track of the highest and the lowest points that exist as you process each rectangle. Don't need to store them all, just the max and min. Then you can subtract the centroid level and divide into Into I to get Z top and Z bottom. cheers John |