SWAGED TYPE STEEL TUBULAR POLES AS PER 410-SP-MPa

Desig-nation

Over All Length L

Planting Depth

Load Applied from Top at a Distance of

Height above ground H
Length of Sections Outside Diameter and Thickness of Sections Approx. Weight of Pole Breaking Load Crippling Load Working Load Load for Permanent Set not Exceeding 13 mm Load for Temporary Deflection of 157.5 mm
Bottom h3 Middle h2 Top h1 Bottom h3 Middle h2 Top h1 Col 14 2 Col 13 2.5
(1) (m) (2) (m) (3) (m) (4) (m) (5) (m)
(6) (m)

(7) (m)

(8) (m)

(9) (mm)

(10) (mm)

(11) (mm)

(12) (kg)

(13) (kg)

(14) N(kg)

(15) n(kg)

(16) (Nkg)
(17) N(kg) (18) N(kg)