PowerStrut Catalog

Technical Data

Cast Iron Pipe Data

Nom. Tube Size

Wt. of Water Ft. Lbs.

Wt. of Water/Ft. Lbs.

Wall Thick

Wt./ Ft.

Nom. Pipe Size

Wall Thick

Wt./Ft. Lbs.

Class

O.D.

O.D

1 1 ⁄

3"

150 150 150 150 150 150 150 150 150 150 150 150 150 150 150

3.96 4.80 6.90 9.05

0.32 0.35 0.38 0.41 0.44 0.48 0.51 0.54 0.58 0.62 0.73 0.85 0.94 1.05 1.14

12.20 16.40 25.70 36.70 48.70 62.90 78.80 95.00

3.73 5.72

2 "

1.84 2.34 3.41 4.53 6.66 1.31 1.84 2.34 3.41 4.53 6.66

0.12 0.14 0.17 0.20 0.24 0.16 0.17 0.17 0.20 0.26 0.33

0.64 0.94 1.60 2.60 4.70 0.60 0.87 1.10 2.00 3.40 6.30

0.89 1.45 3.19 5.79

4" 6" 8"

2" 3" 4" 6"

12.80 23.10 35.50 51.00 69.30 90.30

10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48"

11.10 13.20 15.30 17.40 19.50 21.60 25.80 32.00 38.30 44.50 50.80

12.78

Heavy Schedule

1"

0.35 0.76 1.36 3.06 5.44

1 1 ⁄

2 "

114.70 135.90 190.40 277.30 368.90 479.10 595.20

114.00 141.50 201.00 312.00 449.00 612.00 803.00

2" 3" 4" 6"

12.42

Spacing of Hangers for glass pipe support every 8-10 ft. Pad all hangers. Use only clevis or trapeze, do not tie down pipe.

Mechanical Joint Pipe Class 150. Approximately same weight for Bell & Spigot. Flange cast iron pipe add weight of flanges.

Load Carrying Capacities of Threaded Hot Rolled Steel Rod

Conforming To ASTM A575 And A576

Threaded Rod Loads for Structural Applications (Based on AISC, Steel Construction Manual, ASD, 9th Edition. Per AISC, Allowed Tensile Stress = 0.33 * F u ) Nominal Dia. Nominal Area In 2 Allowed Tension Load Lbs 1 ⁄ 4 0.049 840 3 ⁄ 8 0.110 1,890 7 ⁄ 16 0.150 2,570 1 ⁄ 2 0.196 3,360 5 ⁄ 8 0.307 5,260 3 ⁄ 4 0.442 7,580 7 ⁄ 8 0.601 10,310 1 0.785 13,470

Maximum Safe Load, Pounds 650° (lbs.)

Nominal Rod Dia.

Root Area Sq. (In.)

3 ⁄ 1 ⁄ 5 ⁄ 3 ⁄ 7 ⁄

8 " 2 " 8 " 4 " 8 "

0.068 0.126 0.202 0.302 0.419 0.552

730

1,350 2,160 3,230 4,480 5,900

1"

Low Carbon Steel Fy = 32,000 psi minimum Ft = 52,000 psi minimum

162

Power-Strut ® Engineering Catalog