Parameters
Preferences
Equations
General Design Parameters
Unit
SI
Design Code
ACI 318-19
Design/Investigate
Design
φFlexure
φShear
Material Properties
Concrete strength, f'c
N/mm²
Rebar strength, fy
MPa
Section Properties
Length (Short direction), LA
m
Length (Long direction), LB
m
Slab thickness, h
mm
Concrete cover
mm
Width of support beam
mm
Height of support beam
mm
Design Actions
Load Per Area, wD
kN/m²
Load Per Area, wSDL
kN/m²
Load Per Area, wLL
kN/m²
Dead Load Factor
Live Load Factor
Support Conditions
Continuous top edge
Continuous right edge
Continuous bottom edge
Continuous left edge
Reinforcement Detailing (Short Direction)
Rebar Set
SI
Top-left rebars
16
Tensile rebars
12
Top-right rebars
12
Reinforcement Detailing (Long Direction)
Rebar Set
SI
Top-left rebars
16
Tensile rebars
12
Top-right rebars
12
Section
Model
Report
Flowchart
Design
Properties