| Intermediate pole on a straight, low-tension section | Suspension clamp with a smooth, appropriately sized contact surface; use a helical suspension set where specified for the cable and structure. | Select a clamp or insert whose stated grip range includes the cable’s measured outside diameter. | Confirm the assembly is suitable for calculated support reactions and the project’s wind and ice cases; do not use a suspension rating as a dead-end rating. | Check allowable bend radius, cable pressure, pole attachment, and whether the route angle is within the clamp’s specified limit. |
| Intermediate pole on a route with a small change in direction | Angle-rated suspension assembly or a paired support arrangement approved for the pole geometry. | Match the clamp’s specified diameter range to the cable; do not force an oversized or undersized cable into the grip. | Use the rated capacity for the actual line angle and loading condition, as allowable loads may differ from straight-line values. | Check manufacturer-stated angle limits, side load, clearance, and the possibility of transferring the turn to a dead-end arrangement. |
| Dead-end pole, terminal pole, or major route turn | Dead-end (tension) clamp or cable-specific preformed dead-end grip designed for the ADSS construction. | Use the exact approved cable-diameter range and cable construction; grip compatibility is not determined by diameter alone. | Choose a tested holding capacity that meets or exceeds the maximum calculated cable tension with the required project safety factors. | Verify holding strength, installation method, cable tensile limits, termination hardware, and the pole’s longitudinal load capacity. |
| Long span, exposed crossing, or other high-tension section | High-capacity, cable-specific dead-end assembly; intermediate supports may require separately rated suspension hardware. | Confirm the cable’s actual outside diameter and construction from its specification sheet, including any jacket variation. | Base selection on calculated maximum tension for the governing span and environmental load case—not span length alone. | Check sag-tension results, wind and ice loads, temperature range, structure strength, and compatibility of all connected fittings. |
| Low-clearance, vibration-prone, or movement-sensitive location | Cable-compatible suspension assembly with a suitable liner or damping provision where the line design requires it. | Check the accepted diameter range and ensure any liner is specified for the cable jacket material. | Check both the mechanical load rating and any applicable vibration or movement limits for the complete support assembly. | Review clearance, jacket protection, vibration exposure, and whether a separate damper or additional support is required. |