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Catégorie :Category: nCreator TI-Nspire
Auteur Author: younesse135
Type : Classeur 3.0.1
Page(s) : 1
Taille Size: 1.46 Ko KB
Mis en ligne Uploaded: 01/02/2023 - 23:58:25
Uploadeur Uploader: younesse135 (Profil)
Téléchargements Downloads: 2
Visibilité Visibility: Archive publique
Shortlink : http://ti-pla.net/a3249316
Type : Classeur 3.0.1
Page(s) : 1
Taille Size: 1.46 Ko KB
Mis en ligne Uploaded: 01/02/2023 - 23:58:25
Uploadeur Uploader: younesse135 (Profil)
Téléchargements Downloads: 2
Visibilité Visibility: Archive publique
Shortlink : http://ti-pla.net/a3249316
Description
Fichier Nspire généré sur TI-Planet.org.
Compatible OS 3.0 et ultérieurs.
<<
Aframe = ( 22 + (8 -1.2) x 2) x 1.2 = 42.7 mm2 Asplice = ( 26 + (2 x 9)) x 1.4 = 61.6 mm 2 Asplice / Aframe = 1.44 ssplice = 0.7 sframe SHEAR CHECK contrainte max = FTU Fsu = 255 N / mm 2 Ftu = 400 N / mm 2 Allowable load per rivet Pall = Fsu x (p D2 / 4) = 255 x (p 42 / 4) = 3200 N Maximum Applied load in the frame Pframe = Ftu x Aframe = 400 x 42.7 = 17080 N Load per rivet Pr = Pframe / 7 rivets = 17080 / 7 = 2440 N Reserve Factor for shearing: RF = Pall / Pr = 3200 / 2440 = 1.31 > 1.0 BEARING CHECK Fbru = 615 N / mm 2 Allowable load Pall = Fbru x Afbr = Fbru x (t x D) = 615 x 1.2 x 4 = 2950 N Load per rivet Pr = Pframe / 7 rivets = 17080 / 7 = 2440 N Reserve Factor for bearing RF = Pall / Pr = 2950 / 2440 = 1.21 > 1.0 Made with nCreator - tiplanet.org
>>
Compatible OS 3.0 et ultérieurs.
<<
Aframe = ( 22 + (8 -1.2) x 2) x 1.2 = 42.7 mm2 Asplice = ( 26 + (2 x 9)) x 1.4 = 61.6 mm 2 Asplice / Aframe = 1.44 ssplice = 0.7 sframe SHEAR CHECK contrainte max = FTU Fsu = 255 N / mm 2 Ftu = 400 N / mm 2 Allowable load per rivet Pall = Fsu x (p D2 / 4) = 255 x (p 42 / 4) = 3200 N Maximum Applied load in the frame Pframe = Ftu x Aframe = 400 x 42.7 = 17080 N Load per rivet Pr = Pframe / 7 rivets = 17080 / 7 = 2440 N Reserve Factor for shearing: RF = Pall / Pr = 3200 / 2440 = 1.31 > 1.0 BEARING CHECK Fbru = 615 N / mm 2 Allowable load Pall = Fbru x Afbr = Fbru x (t x D) = 615 x 1.2 x 4 = 2950 N Load per rivet Pr = Pframe / 7 rivets = 17080 / 7 = 2440 N Reserve Factor for bearing RF = Pall / Pr = 2950 / 2440 = 1.21 > 1.0 Made with nCreator - tiplanet.org
>>
