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Load Path Analysis
Automatic load transfer from slab → beam → column → foundation
Auto Load Linking
Tributary Area
Member Design Checks
ACI / EIT / EC2
Calculation results are decision-support tools. The design engineer must review and verify all results independently.
1. Building Info
2. Slabs
3. Beams
4. Columns
5. Foundations
6. Results
Building Information
Project Name
Number of Stories
Story Height (m)
Design Code
ACI 318-19
EIT 1008-38
Eurocode 2 — EN 1992-1-1
IS 456:2000 (Plain and Reinforced Concrete)
Concrete Grade
fc' 3000 psi (21 MPa) (fc=21 MPa)
fc' 4000 psi (28 MPa) (fc=28 MPa)
fc' 5000 psi (35 MPa) (fc=35 MPa)
fc' 6000 psi (41 MPa) (fc=41 MPa)
Steel Grade
Grade 40 (fy=280 MPa)
Grade 60 (fy=420 MPa)
Grade 75 (fy=520 MPa)
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