Chain Link Fence Wind Load Guide for the ... - Hoover Fence

TABLE 13Line Post Material Properties TableNominal a.D. J.D. Sx Ix F y Mallow Em(in) (in) (in 3 ) (in 4 ) (kip/in 2 ) (kip-ft) (kip/in 2 )O.D. SizeGroup IA: (ASTM F1043) Schedule 40 Steel Pipe ASTM F1083-06 Regular Grade30,000 psi yield1 7/8" 1.900 1.610 0.33 0.31 30 0.54 290002 3/8" 2.375 2.067 0.56 0.67 30 0.93 290002 7/8" 2.875 2.469 1.06 1.53 30 1.76 290003 1/2" 3.500 3.068 1.72 3.02 30 2.84 290004" 4.000 3.548 2.39 4.79 30 3.95 290006 5/8" 6.625 6.065 8.50 28.14 30 14.02 290008 5/8" 8.625 7.981 16.81 72.49 30 27.74 29000Group IA: Intermediate Grade Schedule 40 Steel Pipe, ASTM F 1083-06 Intermediate Grade 50,000 psi yield65/8" 6.625 6.065 8.50 28.14 50 23.37 290008 5/8" 8.625 7.981 16.81 72.49 50 4623 29000Group IA: High Strength 83000 Grade Schedule 40 Pipe, ASTM F 1083-06 High Strength 83000 Grade, 83,000 psi1 5/8" 1.660 1.380 0.23 0.19 83 1.07 290001 7/8" 1.900 1.610 0.33 0.31 83 1.49 290002 3/8" 2.375 2.067 0.56 0.67 83 2.57 290002 7/8" 2.875 2.469 1.06 1.53 83 4.87 290003 1/2" 3.500 3.068 1.72 3.02 83 7.86 290004" 4.000 3.548 2.39 4.79 83 10.95 29000Group IC: (ASTM F1043) High Carbon Steel Pipe 50,000psi yield1518" 1.660 1.438 0.20 0.16 50 0.54 290001 7/8" 1.900 1.660 0.28 0.27 50 0.77 290002 3/8" 2.375 2.115 0.49 0.58 50 1.34 290002 7/8" 2.875 2.555 0.88 1.26 50 2.41 290003 1/2" 3.500 3.180 1.34 2.35 50 3.69 290004" 4.000 3.680 1.78 3.56 50 4.90 29000Group II: (ASTM F1043) Cold Rolled Formed C-Shape - 50,000 psi yieldI 7/8" x I 5/8"x.105 0.23 0.33 50 0.63 29000I 7/8" x I 5/8"x.121 0.39 0.36 50 1.07 290002 1/4" x I 5/8" x.! 2I 0.45 0.52 50 1.24 29000-3 1/4" x 2 1/2" x .130 1.11 1.88 50 3.05 29000Group III: (ASTM F1043) Hot Rolled H-Beam- 2 1/4" x 145164" 0.86 0.97 45 2.12 29000Sx Section ModulusIxFyMallowEmMoment of InertiaMinimum Yield StrengthAllowable Moment Capacity of Post: (F y )(Sx)O.66/12 in.lft.Modulus of Elasticity of Material(22)