INPUT DATA

Used for "Min. Cost" optimization

Spacing ix (m)
Spacing iy (m)
Length L_a (m)
Inclination β (°)
Nets to consider
Search range for automatic optimization
Overburden
0=no water table, 1=water table at ground level
Substrate
Seismic Parameters
PS
Design Parameters
Anchors
Net
ELABORATIONS
E.1 Acting volume V0.00 m³
E.2 Volume weight W0.00 kN
E.3 Hydraulic uplift U0.00 kN
E.4 Seismic force Fh0.00 kN
E.5 Seismic force Fv0.00 kN
E.6 Resistant shear Tres00.00 kN
E.7 Acting shear Tag00.00 kN
E.8 FS₀ pre-intervention0.00
E.9 Traction force A0.00 kN
E.10 Design load Ed (γQ1=1.5)0.00 kN
E.11 Design shear Td0.00 kN
E.12 Bar tensile resistance Rf0.00 kN
E.13 Bar shear resistance Tf0.00 kN
E.14 fck mortar0.00 N/mm²
E.15 fctm mortar0.00 N/mm²
E.16 fctk mortar0.00 N/mm²
E.17 η₂ Diametro ≤ 32 mm η2 = 1.001.00
E.18 fbk0.00 N/mm²
E.19 fbd0.00 N/mm²
E.20 Adherence Rbm0.00 kN
E.21 Non-collab. length Lnc0.00 m
E.22 Bulb length Lb0.00 m
E.23 Adherence τsub0.00 MPa
E.24 ξa4 (NTC 6.6.2)1.65
E.25 γRap (NTC 6.6.2)1.20
E.26 Resistance Rbulb0.00 kN
E.27 Rpunz,des0.00 kN
E.28 Rtr,net,des0.00 kN/m
RESULTS
Safety Factors
FS₀
0.00
FSdes
0.00
R.1 ΔFS
0.00
Verifications
R.2 Bar tension (Rf > Ed)
R.3 Bar shear (Tf > Td)
R.4 Bar/mortar slip (Rbm > Ed)
R.5 Bulb slip (Rbulb > Ed)
R.6 Net punching (Rpunz > Ed)
R.7 Net tension (Rtr > Td/ix)
Anchors per 100 m²
R.8 Count
0
pieces
R.9 Drilling
0.0
meters
Estimated Cost (100 m²)
0 €
Drilling + Steel + Mortar + Net