Deflection. I have limited the deflection of a cantilever beam, but the program does not design it correctly
 

If you wish to limit the deflection at the end, use the Deflection group options within the bar menu. Otherwise the deflection of the bar is calculated, not the displacement at the end.

Top Top

©CYPE Ingenieros - Av. de Loring, 4 - 03003 ALICANTE. Spain
Tel. USA (+1) 202 569 8902 // UK (+44) 20 3608 1448 // Spain (+34) 965 922 550 - Fax (+34) 965 124 950
Home | CYPE | Legal Aspects | Products | Versions | Downloads | Contact us
Bulgarian | French | Italian | Portuguese | Spanish | Spanish (Mexico) | Other dealerships