EMIRATES STEEL 1 TON 8mm to 32mm

AED 2530

Emirates Steel prides itself as a leading producer of reinforcing bar (rebar). A long steel product used extensively in the engineering and construction sectors, our rebar is universally recognized for its high quality characteristics. The superior quality of iron ore used in the production, utilize advanced manufacturing processes and rigorous implementation of quality control procedures, that evidently contribute to the product’s local and international reputation and applications.

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Standard Steel I-Beam Sizes, Dimensions and Section Properties Chart
Desig-
nation
Nom.
Weight, lb/ft
Area,
A, in2
Depth,
d, in
FlangeWeb
Thickness
tw, in
Axis X-XAxis Y-Y
Width,
bf, in
Thick-
ness,
ttf, in
I,
in4
S,
in3
r,
in
I,
in4
S,
in3
r,
in
S24 x 12112135.624.508.0501.0900.80031602589.4383.320.71.53
S24 x 10610631.224.507.8701.0900.62029402409.7177.119.61.57
S24 x 10010029.324.007.2450.8700.74523901999.0247.713.21.27
S24 x 909026.524.007.1250.8700.62522501879.2144.912.61.30
S24 x 808023.524.007.0000.8700.50021001759.4742.212.11.34
S20 x 969628.220.307.2000.9200.80016701657.7150.213.91.33
S20 x 868625.320.307.0600.9200.66015801557.8946.813.31.36
S20 x 757522.020.006.3850.7950.63512801287.6229.89.321.16
S20 x 666619.420.006.2550.7950.50511901197.8327.78.851.19
S18 x 70 7020.618.006.2510.6910.7119261036.7124.17.721.08
S18 x 54.7  54.716.118.006.0010.6910.46180489.47.0720.86.941.14
Desig-
nation
Nom.
Weight, lb/ft
Area,
A, in2
Depth,
d, in
FlangeWeb
Thickness
tw, in
Axis X-XAxis Y-Y
Width,
bf, in
Thick-
ness,
ttf, in
I,
in4
S,
in3
r,
in
I,
in4
S,
in3
r,
in
S15 x 505014.715.005.6400.6220.55048664.85.7515.75.571.03
S15 x 42.942.912.615.005.5010.6220.41144759.65.9514.45.231.07
S12 x 505014.712.005.4770.6590.68730550.84.5515.75.741.03
S12 x 40.840.812.012.005.2520.6590.46227245.44.7713.65.161.06
S12 x 353510.312.005.0780.5440.42822938.24.729.873.890.980
S12 x 31.831.89.3512.005.0000.5440.35021836.44.839.363.741.00
S10 x 353510.310.004.9440.4910.59414729.43.788.363.380.901
S10 x 25.425.47.4610.004.6610.4910.31112424.74.076.792.910.954
S8 x 23236.778.004.1710.4260.44164.916.23.104.312.070.798
S8 x 18.418.45.418.004.0010.4260.27157.614.43.263.731.860.831
S7 x 20205.887.003.8600.3920.45042.412.12.693.171.640.734
S7 x 15.315.34.507.003.6620.3920.25236.710.52.862.641.440.766
S6 x 17.25 17.255.076.003.5650.3590.46526.38.772.282.311.300.675
S6 x 12.512.53.676.003.3320.3590.23222.17.372.451.821.090.705
S5 x 14.7514.754.345.003.2840.3260.49415.26.091.871.671.010.620
S5 x 10102.945.003.0040.3260.21412.34.922.051.220.8090.643
S4 x 9.59.52.794.002.7960.2930.3266.793.391.560.9030.6460.569
S4 x 7.77.72.264.002.6630.2930.1936.083.041.640.7640.5740.581
S3 x 7.57.52.213.002.5090.2600.3492.931.951.150.5860.4680.516
S3 x 5.75.71.673.002.3300.2600.1702.521.681.230.4550.3900.522

Symbols: I = moment of inertia; S = section modulus; r = radius of gyration;

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09/07/2019

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