ADAPT - STRUCTURAL CONCRETE SOFTWARE SYSTEMADAPT-PT Version "8.00" Date: "08 - 22 - 2013" Time: "00:20" File: VIGA_POST

1 - PROJECT TITLE: "PROYECTO SAN FRANCISCO"1.1 Design Strip: VIGA POSTENSADA1.2 Load Case: Envelope

2 - MEMBER ELEVATION [m] 17.100

3 - TOP REBAR

3.1 ADAPT selected

3.2 ADAPT selected 1 4#6X342 2 4#6X342

4 - TENDON PROFILE

4.1 Datum Line

4.2 CGS Distance A[cm]

4.6 CGS Distance B[cm]

4.10 CGS Distance C[cm]

4.3 Force A

4.7 Force B

4.11 Force C

-900 -900 -500

[132 tons]

5 - BOTTOM REBAR

5.1 ADAPT selected

5.2 ADAPT selected 3 2#6X1710

4 2#6X744

6 - REQUIRED & PROVIDED BARS

6.1 Top Bars

[ cm2] required provided

6.2 Bottom Bars

max

max

6

12

6

12

10.00

10.00

7 - SHEAR STIRRUPS7.1 ADAPT selected. Bar Size # 3 Legs: 2 Spacing [cm]

60 60 60

7.2 User-selected Bar Size # Legs:

7.3 Required area [cm2/m]

0.000.230.460.690.92

0.89

8 - LEGEND Stressing End Dead End

9 - DESIGN PARAMETERS9.1 Code: ACI05 f'c = .35 T/cm2 fy = 4 T/cm2 (longitudinal) fy = 4 T/cm2 (shear) fpu = 189.6 T/cm2

9.2 Rebar Cover: Top = 5 cm Bottom = 5 cm Rebar Table: ASTM - US Customary bars

10 - DESIGNER'S NOTES