ERS Pole Designer

Preliminary guyed-mast design for emergency restoration towers

Elevation (transverse face)

Guy anchor plan

IS 802 load case comparison (per mast)

Guy wire checks — envelope across cases

Mast, anchor & foundation checks — envelope

⚠ Preliminary sizing tool. Static analysis with conservative single-guy assumption (full horizontal load at each level resisted by one windward guy; guy pretension and mast P-Δ effects neglected). Verify final design with a full non-linear analysis (e.g. PLS-POLE / TOWER) and the ERS manufacturer's erection tables before deployment.

Bill of materials — per mast