PS 449 - Continuous Concrete Insert (1-5/8" x 1")



Part No. End Cap Wt./100 pcs - PLN Load Data*
PS 449 3" CS/EC PS 654 62 500 lbs
PS 449 4" CS/EC PS 654 74 600 lbs.
PS 449 6" CS/EC PS 654 99 800 lbs.
PS 449 8" CS/EC PS 654 124 1,000 lbs.
PS 449 1' CS/EC PS 654 163 1,500 lbs./ft.
PS 449 1'4" CS/EC PS 901 213 1,500 lbs./ft.
PS 449 1'8" CS/EC PS 654 263 1,500 lbs./ft.
PS 449 2' CS/EC PS 901 313 1,500 lbs./ft.
PS 449 2'8" CS/EC PS 901 414 1,500 lbs./ft.
PS 449 3' CS/EC PS 654 464 1,500 lbs./ft.
PS 449 4' CS/EC PS 901 615 1,500 lbs./ft.
PS 449 5' CS/EC PS 654 766 1,500 lbs./ft.
PS 449 6' CS/EC PS 901 916 1,500 lbs./ft.
PS 449 7' CS/EC PS 654 1,079 1,500 lbs./ft.
PS 449 8' CS/EC PS 901 1,218 1,500 lbs./ft.
PS 449 9' CS/EC PS 654 1,368 1,500 lbs./ft.
PS 449 10' CS/EC PS 901 1,519 1,500 lbs./ft.
PS 449 12' CS/EC PS 901 1,820 1,500 lbs./ft.
PS 449 14' CS/EC PS 901 2,122 1,500 lbs./ft.
PS 449 16' CS/EC PS 901 2,423 1,500 lbs./ft.
PS 449 18' CS/EC PS 901 2,725 1,500 lbs./ft.
PS 449 20' CS/EC PS 901 3,026 1,500 lbs./ft.
PS 449 10' W/O Insert Only 1,507 *uniform recommended loading on
PS 449 20' W/O Insert Only 3,014 *uniform recommended loading on

Choice of end cap is based on the distance from the end of the insert to the first anchor as shown below.
Furnished with steel end caps and plastic closure strips installed
- Use channel nuts designed for PS 400 Channel.
- Nail or anchor the inserts to forms every 16" to 24"