Engineering gate:Published or engineer-entered quantities control quoting. Construction requires manufacturer reactions, a geotechnical report, locally adopted code checks, and a licensed engineer's sealed design.

Project setup

Load the right drawing, verify the math, then quote it.

3 holds

Project and bin geometry

Start with the manufacturer model and storage profile.

Project nameCustomerProject locationBin manufacturerModel / seriesNominal diameterStandard increments are 3 ft. Custom values remain preliminary.Sidewall ringsringsRing sheet heightinStored grainDesign test weightlb/bu

Estimated eave32.0 ft

Planning capacity49.7k bu

Anchor circumference151.6 ft

Step 1 of 6

Live design brief

48 ft x 12 ring Sukup

Drawing match

Concrete order71.5 yd371.5 published net + 0% optional

Rebar takeoff2.5 tons7,121 published linear ft

Compacted fillNot enteredField takeoff required

Gross bearing1,519 psf51% screening ratio

Preliminary quote$50,050

Commercial basisMaterials + labor

Active labor rate$200 / yd3

Anchor layout

32 primary bolts

Radius: 24 ft 1.5 in
Chord: 4 ft 8.75 in
Arc spacing: 4 ft 8.81 in
Bolt: 0.75 in x 13 in embed

Chord is calculated between equal points. Verify every mark against the manufacturer anchor-placement drawing.

No geotechnical report entered. Verify bearing, settlement, groundwater, frost and expansive soil.
Manufacturer wall reactions and anchor uplift loads are missing.
Foundation bottom is 0 in below grade versus 18 in entered frost depth.
Published quantity schedule loaded: 48-12-MONO-2012. Pricing uses the drawing totals without interpolation.