Diseño de Columnas Acero AISC

Description:This program helps you to choose laminal steel section by 1.5-1 and 1.5-2 AISC equations. The program calculates the acceptable force near to the critical force. You have to try many sections introducing the area and the radius of each section that you may try.
Description (2):El programa tiene la finalidad de encontrar la carga puntual admisble a una columna para eso realiza tanteo de perfiles segun las ecuaciones 1,5-1 y la 1,5-2 de la A.I.S.C.
Current version:1.1
Author:Raúl Ademar Huaylla Márquez
Downloaded file size:2,105 bytes
Size on calculator:3 KB
User rating:Not yet rated (you must be logged in to vote)
Primary category:Science/Civil
File date:2005-03-18 23:51:59
Source code:Not included
Download count:11,132
Version history:2005-03-19: Updated to version 1.1
2004-06-17: Added to site
Archive contents:
  Length      Date    Time    Name
---------  ---------- -----   ----
     2160  2004-06-16 17:42   L1371
      489  2005-03-16 17:46   Informacion.txt
---------                     -------
     2649                     2 files
Library contents:L1371: Library 1371, TANTEODPERFILES
User comments:mauricio rivero
2012-03-22 12:23:22
tengo una duda cuando quiero poner el valor de K no se q poner , pongo 1 por q es simplemente articulado y sale error ayuda por favor....

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