Heitor Miranda Bottura

ID:1600
First Name:Heitor Miranda
Last Name:Bottura
Web Address:http://www.feb.unesp.br
Last Change:2004-10-06
Number of Files:5 (332nd most prolific)
Number of Downloads:28,143 (400th most downloaded)

DIM1 1.0   (details) 48 POR   27KB/13KB
ScreenshotThis 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

FNC1 1.0   (details) 48 POR   35KB/14KB
ScreenshotThis 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.
By Erico Felipe Campos da Costa and Heitor Miranda Bottura. 2002/07/14

RO1 1.0   (details) 48 POR   30KB/17KB
ScreenshotThis 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.
By Erico Felipe Campos da Costa and Heitor Miranda Bottura. 2002/07/14

VBelastica 1.0   (details) 48 POR   76KB/13KB
ScreenshotStructural 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.
By Sérgio Ricardo Santilli and Heitor Miranda Bottura. 2004/10/06

W1 1.0   (details) 48 POR   25KB/15KB
ScreenshotThis 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.
By Erico Felipe Campos da Costa and Heitor Miranda Bottura. 2002/07/14

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