Concrete Volume Calculator

Foundation

Foundation Perimeter Formula: P(fn) = ΣL + ΣW
Foundation Centerline Perimeter Formula FOR CONSISTENT WALL THICKNESS ONLY: CLP(fn) = P(fn) - Corners × T(fn)
Foundation Concrete Volume Formula: V(fn) = CLP(fn) × T(fn) × H(fn)
m ft-in
m ft-in
Foundation Perimeter P(fn):
0 m ft
Foundation Centerline Perimeter CLP(fn):
0 m ft
CLP(fn) = P(fn) - Corners × T(fn) = 0 - 4 × 0 = 0
Foundation Concrete Volume V(fn):
0 m³ ft³
V(fn) = CLP(fn) × T(fn) × H(fn) = 0 × 0 × 0 = 0

Manual CLP Input For Inconsistent Foundation Wall Thickness

Manual input will override the calculated CLP(fn)
m ft-in

Strip Footing

Strip Footing Volume Formula: V(sf) = CLP(fn) × W(sf) × H(sf)
m ft-in
m ft-in
Strip Footing Concrete Volume V(sf):
0 m³ ft³
V(sf) = CLP(fn) × W(sf) × H(sf) = 0 × 0 × 0 = 0

Pad Footing

Pad Footing Volume Formula: V(pf) = W(pf) × L(pf) × H(pf) × # of pad footings
m ft-in
m ft-in
m ft-in
Pad Footing Concrete Volume V(pf):
0 m³ ft³
V(pf) = W(pf) × L(pf) × H(pf) × # = 0 × 0 × 0 × 0 = 0
Total Footing Volume Formula: V(fts) = V(sf) + V(pf)
Total Footing Concrete Volume V(fts):
0.00 m³ ft³

Anchor Bolts

Number of Anchor Bolts = [P(fn) ÷ 16' Length × 3 Bolts Per Length] + [x] Per Corner × Number of Corners + [x] Per Opening × Number of Openings
Base Number of Bolts (3 per 16'):
0 bolts
Base Bolts = P(fn) ÷ 16' × 3 = 0 ÷ 16 × 3 = 0
Corner Bolts:
0 bolts
Corner Bolts = Number of Corners × Bolts Per Corner = 4 × 0 = 0
Opening Bolts:
0 bolts
Opening Bolts = Number of Openings × Bolts Per Opening = 0 × 0 = 0
Total Number of Anchor Bolts:
0 bolts
Total Bolts = Base Bolts + Corner Bolts + Opening Bolts = 0 + 0 + 0 = 0

Parging

Parging Area A(pg) = P(fn) × H (above grade)
m ft-in
Parging Area A(pg):
0 m² ft²
A(pg) = P(fn) × H(above grade) = 0 × 0 = 0

Foundation Drainage Layer

Drainage Layer Area A(dl) = P(fn) × H (below grade)
m ft-in
Drainage Layer Area A(dl):
0 m² ft²
A(dl) = P(fn) × H(below grade) = 0 × 0 = 0

Weeping Tile Length

Weeping Tile Length Formula: CLP(weep) = P(fn) + 8 × [Footing Projection + Gap + 1/2 Tile Diameter]
m ft-in
m ft-in
m ft-in
Weeping Tile Length CLP(weep):
0 m ft

Clear Stone Tile Cover

Clear Stone Height Formula: H(sc) = 2 × (1/2 Tile Diameter) + 3/4 Clear Stone (min. 6")
Clear Stone Volume Formula: V(stc) = CLP(weep) × H(sc) × H(sc)
m ft-in
Clear Stone Height H(sc):
0 m ft
Clear Stone Volume V(stc):
0 m³ ft³

Geotextile Filter Material

Geotextile Area Formula: A(geo) = CLP(weep) × [H(sc) + H(sc)]
Geotextile Area A(geo):
0 m² ft²

Area of the Slab

Area of the Slab Formula: A(slab) = A(house) - A(top of wall)
House Area Formula: A(house) = Σ A(sections)
Top of Wall Area Formula: A(top of wall) = CLP(fn) × T(fn)
House Area A(house):
0 m² ft²
Top of Wall Area A(top of wall):
0 m² ft²
Area of the Slab A(slab):
0 m² ft²

Slab Volume

Slab Volume Formula: V(slab) = A(slab) × Slab Thickness
m ft-in
Slab Volume V(slab):
0 m³ ft³

Volume Under Slab

Area Under Slab Formula: A(uss) = A(slab)
Volume Under Slab Formula: V(uss) = A(slab) × Footing Thickness
m ft-in
Area Under Slab A(uss):
0 m² ft²
Volume Under Slab V(uss):
0 m³ ft³

Area of Under Slab Poly

Area of Under Slab Poly Formula: A(sp) = A(slab) + 6% Lap Factor
Area of Under Slab Poly A(sp):
0 m² ft²

Slab WWM

Slab WWM Formula: A(wwm) = A(slab) + 6% Lap Factor
Slab WWM A(wwm):
0 m² ft²