Users will need to manually compute and input all three factors (flow depth stage, flow area and associated wetted perimeter) for the computations to run. 5. View the resultant …

Resultant force acts normal to the face of the sign at a distance from the geometric center toward the windward edge equal to 0.2 times the average width of the sign.

Cos²(Φ+ω) ∑W Meyerhof (Resultant is in middle one third) Inclination angle to vertical plane Backfill slope angle above wall Embedment

apparent dip angle as the plunge of the cross-product resultant vector. The cross-product always calulates the vector perpindicular to the plane containing the two input vectors. Symbolic block …

Allowable shear stress on throat, ksi (1000 psi) of fillet weld or partial penetration groove weld. Description of weld: (tau) τ = Allowable Unit Force on Fillet Weld, kip/linear in. f = 12.73h.

Resultant velocity should be between 2-5 fps. Check for warnings below the velocity line. Enter the length of force main from the downstream connection point to the transition at the valve vault piping. …

The resultant total flows area again checked for spread from each direction as well as for the sump condition. Note that the right side sump spread complies with the allowable spread while the left side …

Check velocity and residence time Length to width ratio (X : 1) Must settle full depth of settling zone Ds Resultant Settling Volume Check max settling depth of particles (m) Average Surface Area (m2) …

Two Calculators have been provided here for transimpedance applications: Calculator I - Given the GBP, R. F. and C. IN.

Taking these many factors into account, the resultant values provided by the Calculator will always be conservative. The actual performance of a building may therefore be even better than that indicated …