Universidad Católica Boliviana "San Pablo"

ADAPT - STRUCTURAL CONCRETE SOFTWARE SYSTEM ADAPT-PT Version 2018 Date: 04 - 27 - 2022 Time: 21:07 File: Ejemplo de Diseño 1 - PROJECT TITLE: "Ejemplo de Diseño" 1.1 Design Strip: Yamiley Flores 1.2 Load Case: Envelope 2 - MEMBER ELEVATION [m] 19.000 13.000 SPAN 1 SPAN 2 3 - TOP REBAR 3.1 ADAPT selected 3.2 ADAPT selected 3.3 Num. of layers 1 2-20mm X32000 mm 2 3-20mm X4900 mm 3 3-20mm X12860 mm 4 3-20mm X3400 mm 1 1 1 1 1 1 4 - TENDON PROFILE 4.1 Datum Line 4.2.1 CGS Distance A [mm] 4.3.1 CGS Distance B [mm] 4.4.1 CGS Distance C [mm] 4.2.2 Force A [kN] 4.3.2 Force B [kN] 4.4.2 Force C [kN] 4.5 Force/Width [kN/m] 4.6 Precompression P/A [N/mm^2] -285 -800 -100 1072.77 -525 -285 1072.77 216.28 .85 216.28 .85 5 - BOTTOM REBAR 5.1 ADAPT selected 5.2 ADAPT selected 5.3 Num. of layers 5 2-20mm X32000 mm 6 2-20mm X19300 mm 7 2-20mm X11160 mm 1 1 1 1 1 1 6 - REQUIRED & PROVIDED BARS 6.1 Top Bars [ mm 2 ] required provided 6.2 Bottom Bars max max 00E+00 80E+01 16E+02 70E+01 14E+02 1537 1544 984 742 1537 1537 479 984 7 - SHEAR STIRRUPS 7.1 ADAPT selected. Bar Size # 8 Legs: 2 Spacing [mm] 600 600 310520 600 600 600 7.2 User-selected Bar Size # Legs: 7.3 Required area [mm 2 /m] 80 160 240 320 316.6 190.8 8 - LEGEND Stressing End Dead End 9 - DESIGN PARAMETERS 9.1 Code: American ACI318 (2014)/IBC (2015) f' c = 36 N/mm 2 f y = 500 N/mm 2 (longitudinal) f y = 500 N/mm 2 (shear) f pu = 1861 N/mm 2 9.2 Rebar Cover: Top = 25 mm Bottom = 25 mm Rebar Table: 10 - MATERIAL QUANTITIES CONCRETE Total volume of concrete = 30.5 m 3 Area covered = 158.7 m 2 MILD STEEL Total weight of rebar = 622.5 kg Average rebar usage = 3.922 kg/m 2 , 20.415 kg/m 3 PRESTRESSING STEEL Total weight of tendon = 270.5 kg Average tendon usage = 1.704 kg/m 2 , 8.870 kg/m 3 11 - DESIGNER'S NOTES