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Catégorie :Category: nCreator TI-Nspire
Auteur Author: xose185@gmail.com
Type : Classeur 3.0.1
Page(s) : 1
Taille Size: 1.81 Ko KB
Mis en ligne Uploaded: 08/07/2025 - 01:10:06
Mis à jour Updated: 08/07/2025 - 01:12:29
Uploadeur Uploader: xose185@gmail.com (Profil)
Téléchargements Downloads: 1
Visibilité Visibility: Archive publique
Shortlink : https://tipla.net/a4786044
Type : Classeur 3.0.1
Page(s) : 1
Taille Size: 1.81 Ko KB
Mis en ligne Uploaded: 08/07/2025 - 01:10:06
Mis à jour Updated: 08/07/2025 - 01:12:29
Uploadeur Uploader: xose185@gmail.com (Profil)
Téléchargements Downloads: 1
Visibilité Visibility: Archive publique
Shortlink : https://tipla.net/a4786044
Description
Fichier Nspire généré sur TI-Planet.org.
Compatible OS 3.0 et ultérieurs.
<<
DISEÑO DE VIGA A FELXION DATOS: Wcm = 2630 kg/m Wcv =100 kg/m Fy =4200 Estribos = 3/8 Fc =280 Viga de 30 x 60 a) 51/4 = 12.75 b) 8 x 5/8 = 8 x 1.98 = 15.84cm c) 24 x 3/8 = 24 x 0.71 = 17.04cm d)30cm 1.Realizar corte 1-1 al lado derecho de la viga 2. As y Mpr As = as1+as2 a = As x fy / 0.85 x fc x b Mn = 1.25 (As x fy x (d -a/2) x 10 -5 Mpr = 1.25 x Mn Viga Mpri- = 39.94 t-m Mprd-= 35.5 t-m Asi- = 16.48 cm2 Asd-=14.49 cm2 Asi+ = 8.55 cm2 Asd+= 8.55 cm2 Mpri+ = 23.10 t-m Mprd+ = 23.10 t-m 3. (abajo)Mpri-=39.94___________Mprd+ =23.10(arriba) vi1 vd1 Vi1 = vd2 = (39.94 + 23.10) / 5 = 12.61 t 4. viga con carga distribuida con reacciones vg | 1.25 (wcm = 2.63 + 1.0) | Vg = (1.25 (2.63+1.0) x 5) / 2 Vg = 11.34 t Vig + vg = 12.61 + 11.34 = 23.95 t Made with nCreator - tiplanet.org
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Compatible OS 3.0 et ultérieurs.
<<
DISEÑO DE VIGA A FELXION DATOS: Wcm = 2630 kg/m Wcv =100 kg/m Fy =4200 Estribos = 3/8 Fc =280 Viga de 30 x 60 a) 51/4 = 12.75 b) 8 x 5/8 = 8 x 1.98 = 15.84cm c) 24 x 3/8 = 24 x 0.71 = 17.04cm d)30cm 1.Realizar corte 1-1 al lado derecho de la viga 2. As y Mpr As = as1+as2 a = As x fy / 0.85 x fc x b Mn = 1.25 (As x fy x (d -a/2) x 10 -5 Mpr = 1.25 x Mn Viga Mpri- = 39.94 t-m Mprd-= 35.5 t-m Asi- = 16.48 cm2 Asd-=14.49 cm2 Asi+ = 8.55 cm2 Asd+= 8.55 cm2 Mpri+ = 23.10 t-m Mprd+ = 23.10 t-m 3. (abajo)Mpri-=39.94___________Mprd+ =23.10(arriba) vi1 vd1 Vi1 = vd2 = (39.94 + 23.10) / 5 = 12.61 t 4. viga con carga distribuida con reacciones vg | 1.25 (wcm = 2.63 + 1.0) | Vg = (1.25 (2.63+1.0) x 5) / 2 Vg = 11.34 t Vig + vg = 12.61 + 11.34 = 23.95 t Made with nCreator - tiplanet.org
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