195EOverheadElectrical

Cantilever Trapeze

Open the latch and land MC/AC cable or conduit without pulling through the support; wings cantilever up to 18 in. from the all-thread rod drop.

MC/AC cable on the wings

MC/AC cable on the wings.

Rated capacity

100 lbs
Support rated load, listed per ICC-ES PMG-1840 Table 1
4 - 18 in.
Wings.
4:1
Minimum factor of safety on ultimate tested capacity per ICC-ES LC1041 and UL 2239
ICC-ES PMG mark of conformityQR code linking to ICC-ES PMG listing PMG-1840ICC-ES Evaluated
PMG-1840

The rated load applies to the support assembly only; the attachment to structure is evaluated separately. Dry locations only, per the listing.

Configure

Build the part number

Built to order. Add parts to your list, then request a quote, a submittal package, or both. Pricing follows by reply.

Your part number

195A18B03C12D12E01

Built to order

Configured assembly capacity (tension)
SubstrateFastenerAssemblyGoverned by
2500psi NWC154 lbs100 lbsSupport
3000psi LWC with Metal Deck150 lbs100 lbsSupport

Seismic: per ASCE 7, power actuated fasteners are limited to 90 lbs of tension in Seismic Design Categories C (Ip = 1.5), D, E and F. The capacity published here is already at or below that limit, so it is unchanged on a seismic project.

Open your list

From the data sheet

Notes

  • When supporting MC there is no need to derate conductors. NEC 310.15(C)(1)(d).
  • Catalog V1.1 lists this product as model 131; 195 is the number of record per the ICC listing.
  • Rigid connection to structure eliminates the need to tie off to the ceiling grid below. NEC 300.11(A).
  • Finish: zinc plated.
  • Support spacing governed by the applicable local building code.
  • Dry locations only, per the listing.
  • Rated load carries a minimum 4:1 factor of safety on ultimate tested capacity per ICC-ES LC1041 and UL 2239.
  • The rated load applies to the support assembly only; the attachment to structure is evaluated separately (Section 01).
  • Seismic: per ASCE 7, power actuated fasteners are limited to 90 lbs of tension in Seismic Design Categories C (Ip = 1.5), D, E and F. The capacity published here is already at or below that limit, so it is unchanged on a seismic project.
  • Drawings not to scale.