vp1
DESCRIPTION
DISEÑO DE VIGATRANSCRIPT
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