Spiral Column Reinforcement Design Spreadsheet
Professional tools for calculations and dimensioning of mechanical engineering problems using Excel spreadsheets.
Canal section is designed for the discharge as worked out in column ‘Cumulative. Discharge’ of cut-off statement. Same section may be adopted for a group of adjacent. outlets if variation in discharge is nominal. Bed width v/s depth ratio as given below should.
This design uses the anchor bolt to clamp the steel baseplate down onto the concrete slab/foundation. After grouting beneath the base plate, the bolt is tensioned by tightening the nut, usually about 1/4 turn of the nut.
Lateral loads are converted to bolt tension loads via the concept of shear friction. Bolt lateral capability is factored down with the factors λ and µ which account for a steel plate trying to slide on concrete.