24Γ24 Slab Geometry & Bag Conversion Formula
Engineering Math for 30' Γ 24' (4" Slab at 4000 PSI)
- Slab Area = 30 ft Γ 24 ft = 720 sq ft.
- Center Slab Volume = 720 sq ft Γ (4 Γ· 12 ft) = 240.0 cu ft (8.89 ydΒ³).
- Control Joint Cut Quadrants: Four 15' Γ 12' panels cut to depth of 1".
- Total Net Concrete = 8.89 ydΒ³. Factoring 10% subgrade waste = 9.78 ydΒ³ (Dispatch order: 10.0 yards).
- Rebar Calculation: 17 runs Γ 30 ft + 21 runs Γ 24 ft = 1167 linear feet (#4 rebar = 780 lbs).
- Sub-base Gravel (4" depth): 8.89 ydΒ³ Γ 1.45 tons/ydΒ³ Γ 1.15 compaction = 14.8 tons.