Inputs
ASCE 7 wind method: qz = 0.00256 × Kz × Kzt × Kd × V2; F = qz × G × Cf × Af.
Results
Results update automatically as inputs change.
Velocity pressure qz
0.00256 × Kz × Kzt × Kd × V2
--
Design force F
qz × G × Cf × Af
--
Pole base overturning moment
F × height to centroid
--
Overturning moment for anchor checks
ft-lb × 12
--
Input Summary
| Input | Value |
|---|---|
| Wind speed V | -- |
| Kz | -- |
| Kzt | -- |
| Kd | -- |
| G gust factor | -- |
| Cf force coefficient | -- |
| Sign area Af | -- |
| Height to centroid | -- |
Anchor Worksheet
| Demand item | Value or worksheet equation |
|---|---|
| Horizontal base shear to anchor group | -- |
| Overturning moment at base | -- |
| Moment for anchor tension checks | -- |
| Total tension/compression couple using row spacing s in inches | -- |
| Tension per tension-side anchor with nt anchors sharing uplift | -- |
Anchor worksheet values are demand-side outputs; select anchor geometry, material capacity, load combinations, and edge conditions under the current governing code.
Self-tests
Golden cases verify the qz and F core calculation functions.
Self-tests: not run