| Does the program calculate long-term deflections? |
| Yes, in version 2.00 or higher. |
| Do I have to have two cantilevers in this program? |
| No. Cantilevers are optional. |
| Does spBeam take into account crack control requirements for maximum bar spacing? |
| Yes. |
| Does spBeam support moment redistribution? |
| Yes. |
| Can I open old version data files in the latest version? |
| Yes. |
| Does the program consider torsion? |
| Yes. |
| Can the beam cross section vary for each span? |
| Yes. |
| What beam cross section does the program consider? |
| Rectangular, T section and L section |
| Can I use this program to do two-way slab design? |
| No. Please use spSlab instead. |
| Which design codes deos this program support? |
| For information on the codes supported by this program please visit spBeam features. |
