 Programs 
REINFORCED CONCRETE STRUCTURE DESIGN SOFTWARE
AUTHOR: ING. OSVALDO POZZI AZZARO
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PROGRAMS RUNNING UNDER WINDOWS 32 BITS AND 64 BITS
CEHAP1E 3.1
Reinforced concrete slabs, beams, columns and footings design, according to Regulation CIRSOC 201(DIN 1045 edition 1982). Reinforcement design. Load distribution on structural elements.
Slabs: Reinforced slabs, in 1 or 2 ways slabs. Compatibilization of moments in sides . Automatic input of dead and live loads
Beams: Continous beams with up to 10 spans I, L and T sections. Design of reinforcement for flexure and shear
Columns: Rectangular columns. Circular columns. Shear walls. Second order effects. Blucking length. Design and reinforcement.
Footings: Centered footings. Eccentric and biexcentric footings Reinforcement design in columns by axial and biaxial bending Automatic input of column load


CEHAP1E 4.0
Reinforced concrete slabs, beams, columns and footings design, according to Regulation ACI 318  CIRSOC 2005. Reinforcement design. Load distribution on structural elements.
Slabs: Reinforced slabs, in 1 or 2 ways slabs. Compatibilization of moments in sides . Automatic input of dead and live loads
Beams: Continous beams with up to 10 spans I, L and T sections. Design of reinforcement for flexure and shear
Columns: Rectangular columns. Circular columns. Shear walls. Second order effects. Blucking length. Design and reinforcement.
Footings: Centered footings. Eccentric and biexcentric footings Reinforcement design in columns by axial and biaxial bending Automatic input of column load


CEHAP3 2.1
Approximate compute of concrete and steel . Job cost. Browsing CEHAP1E 3.1 and CEHAP1E 4.0 files gets total steel and concrete weight. Volume of structural elements. Average amounts. Water and additives. Formwork surface.


CEHAP4 2.1
Automatic slab and beam reinforcement design browsing CEHAP1E 3.1 and CEHAP1E 4.0 files. Reinforcement details. Detailing of concrete reinforcement. Bars compute. Reinforcement editor menubar. Detailing of bars cutting.
Details of slbas reiforcement . Partial and total longitude of bars. Partial and total amount of bars. Details of beam reforcement. Lower bars and aditional bars in pads for flexure and chear stirrups . Aditional reinforcement under concentrated load and laterall reinforcemente for shrinkage


MEMORIAS 1.1
A pack of five applications for:
SLABS WITHOUT BEAMS FLAT SLABS  ESVR 1.1
Slab without beams (with or without capital), reinforced design for flexure and shear design.
DEFLECTIONS OF SLABS AND BEAMS  FLECHAS 1.1.
Reinforced concrete slabs and beams bending deformation. Determines initial and final deflections, considereing: loads, rigidity, concrete cracking, existing reinforcement, creepe and shrinkage
HOLES IN BEAMS  PASEVIGA 1.1
Designs holes in reinforced concrete beams. Determines reinforcement bars on both sides of the beam.
COMBINED FOOTING  VIGAELAS 1.1
Design of a reinforced concrete beam supported on a combined footing, with a certain K constant. Reinforcement design for bending and shear. Determination of deformation, stresses on soil
SPREAD FOOTINGS SUPPORTING CANTILEVER BEAMS  BCANTI 1.1
Concrete design of excentric footings supporting cantilever beams. Reinforcement design for flexure and shear


DOSIFICA 1.1
Proportions of materials of concrete (weight and volume) as a function of resistence. Maximum size and type of aggregate.Watercementitious materials ratio.


TANQUES 1.1
Reinforced Concrete tank design. Formwork and reinforcement. Detailing of concrete reinforcement. Reinforced concrete prismatic tanks compute. Tanks with/without divition shear wall. Tanks on 4 or 6 bearing columns. Total concrete and steel compute.


GENERAL FEATURES
Using UT or SI units. Hipertext User's Manual. Customizable corporate logo (text or graphic). Print Manager. Exportable detailing as JPG, to Word, Excel, AutoCAD, Acrobat documents. 