| DIM1 1.0 (details) | 48 POR 27 KB / 13 KB |
 This User RPL program calculates the necessary amount of reinforcement for a rectangular reinforced concrete section under combined compression and bending internal efforts. There are two possibilities of positioning the steel bars: along the lateral sides or the upper and lower sides. The Brazilian code NB-1/78 prescriptions are respected. | |
| By Erico Felipe Campos da Costa and Heitor Miranda Bottura. | 2002-07-14 |
This User RPL program checks a rectangular reinforced concrete section under combined tension (or compression) and bending internal efforts, as in columns design. The output is the maximum bending moment supported for a given tension (or compression) force as input. The Brazilian code NB-1/78 prescriptions are respected.
This User RPL program calculates the necessary perimetral amount of reinforcement for a rectangular reinforced concrete section under combined compression and bending internal efforts. The output is the total steel area.
Structural analysis program, in 48G/G+/GX version, to solve finite, semi-infinite and infinite beam on elastic foundation. Numerical and graphical outputs are available, at user's choice, for the displacements and internal forces values produced by loading sets containing concentrated, uniformly distributed loads and external moments applied.
This User RPL program calculates the necessary amount of perimetral reinforcement for a rectangular reinforced concrete section under combined compression and bending internal efforts. It replaces the usual abacus employed in concrete columns design. The Brazilian code NB-1/78 prescriptions are respected.