Home
Solutions
Insights
Designer
References
About
Contact
Design Inputs
1. Material & Condition
Concrete f'c (MPa)
Anchor f_uta (MPa)
Lightweight (λa) (-)
Condition
Cracked
Uncracked
2. Geometry
Anchor Size
M10
M12
M16
M20
M24
M27
M30
Embedment (h_ef) (mm)
Edge X (ca1) (mm)
Edge Y (ca2) (mm)
Count (n) (-)
Spacing (s) (mm)
3. Loads
Tension (N_ua) (N)
Shear (V_ua) (N)
ACI 318M-25 Anchor Design
Interactive 3D View
Analysis Results
PASS
Interaction:
0.756
Tension (kN)
Steel (ϕNsa)
367.5
Breakout (ϕNcbg)
60.8
Pullout (ϕNpn)
432.0
Blowout (ϕNsb)
N/A
Capacity (ϕNn)
60.8
Utilization
0.82
Shear (kN)
Steel (ϕVsa)
220.5
Breakout (ϕVcbg)
144.4
Pryout (ϕVcp)
113.5
Capacity (ϕVn)
113.5
Utilization
0.13
Detailed Report