Universidad Católica Boliviana "San Pablo"

------------------------------------------------------------------------------ | ADAPT CORPORATION | | STRUCTURAL CONCRETE SOFTWARE SYSTEM | | 1733 Woodside Road, Suite 220, Redwood City, California 94061 | ------------------------------------------------------------------------------ | ADAPT-RC FOR REINFORCED CONCRETE BEAM/SLAB DESIGN | | ADAPT CORPORATION - Structural Concrete Software System | | 1733 Woodside Road, Suite 220, Redwood City, California 94061 | | Phone: (650)306-2400, Fax: (650)306-2401 | | Email: Support@AdaptSoft.com , Web site: http://www.AdaptSoft.com | ------------------------------------------------------------------------------ DATE AND TIME OF PROGRAM EXECUTION: Apr 27,2022 At Time: 21:10 PROJECT FILE: Ejemplo de Diseño GENERAL TITLE: Ejemplo de Diseño SPECIFIC TITLE: Yamiley Flores 1 - USER SPECIFIED G E N E R A L D E S I G N P A R A M E T E R S ============================================================================== CONCRETE: f'c for BEAMS/SLABS .. 36.00 N/mm^2 f'ci for BEAMS/SLABS .. 21.00 N/mm^2 for COLUMNS/WALLS .. 36.00 N/mm^2 Ec for BEAMS/SLABS .. 28200.00 N/mm^2 for COLUMNS/WALLS .. 28200.00 N/mm^2 CREEP factor .. 2.00 CONCRETE WEIGHT .. NORMAL TENSION STRESS limits / (f'c)1/2 At Top .. 0.620 At Bottom .. 0.620 COMPRESSION STRESS limits / f'c At all locations .. 0.450 TENSION STRESS limits (Initial) / (f'c)1/2 At Top .. 0.250 At Bottom .. 0.250 COMPRESSION STRESS limits (Initial) / f'c At all locations .. 0.600 REINFORCEMENT: Fy (Main bars) .. 500.00 N/mm^2 Fy (Shear reinforcement) .. 500.00 N/mm^2 Minimum Cover at TOP .. 25.00 mm Minimum Cover at BOTTOM .. 25.00 mm POST-TENSIONING: SYSTEM .. UNBONDED Fpu .. 1861.00 N/mm^2 Fse .. 996.56 N/mm^2 Strand area .. 99.000 mm^2