|
Click arrows to page adverts
Home
Steel Section Index Simple Square Bar Sections

Table of Dimensions + Properties
The table includes various useful properties of steel square bar. The properties are based on the following
Density of mild steel = 7830 kg/m3
2nd moment of Area ( Ixx = Iyy ) for a square section =B4 /12 (Used for bending equations )
Polar moment of Area ( Izz ) for a square section = B4 /6 (used for torsion equations )
Note: The mass properties provided can easily be converted to another material by mulipling the mass/mm by the ratio of the density of the chosen material to that of steel.
m copper = msteel . [ Densitycopper / Density steel ]
Example 50mm square
CSA = 2500mm2
Weight/mm = 0,01958 kg
2nd M of Area (Ixx = Iyy )= 0,5208 x 106 mm4
Polar M of Area(Izz ) =1.01467 x 106 mm4
| Width/Depth |
Cross Section Area |
Mass/mm |
Second Moment
of Area
of section |
Polar Moment of Area |
| Bending Calcs. |
Torsion Calcs |
| B |
A |
m |
Ixx = Iyy |
J = Izz |
| mm |
mm2 |
kg/mm |
mm4 x 106 |
mm4 x 106 |
| 5 |
25.00 |
0.00020 |
0.000052 |
0.00010417 |
| 10 |
100.00 |
0.00078 |
0.000833 |
0.00166667 |
| 15 |
225.00 |
0.00176 |
0.004219 |
0.00843750 |
| 20 |
400.00 |
0.00313 |
0.013333 |
0.02667 |
| 25 |
625.00 |
0.00489 |
0.032552 |
0.06510 |
| 30 |
900.00 |
0.00705 |
0.0675 |
0.13500 |
| 35 |
1225.00 |
0.00959 |
0.1251 |
0.25010 |
| 40 |
1600.00 |
0.01253 |
0.2133 |
0.42667 |
| 45 |
2025.00 |
0.01586 |
0.3417 |
0.68344 |
| 50 |
2500.00 |
0.01958 |
0.5208 |
1.04167 |
| 55 |
3025.00 |
0.02369 |
0.7626 |
1.52510 |
| 60 |
3600.00 |
0.02819 |
1.0800 |
2.16000 |
| 65 |
4225.00 |
0.03308 |
1.4876 |
2.97510 |
| 70 |
4900.00 |
0.03837 |
2.0008 |
4.00167 |
| 75 |
5625.00 |
0.04404 |
2.64 |
5.27344 |
| 80 |
6400.00 |
0.05011 |
3.41 |
6.82667 |
| 85 |
7225.00 |
0.05657 |
4.35 |
8.70010 |
| 90 |
8100.00 |
0.06342 |
5.47 |
10.93500 |
| 95 |
9025.00 |
0.07067 |
6.79 |
13.57510 |
| 100 |
10000.00 |
0.07830 |
8.33 |
16.66667 |
| 105 |
11025.00 |
0.08633 |
10.13 |
20.25844 |
| 110 |
12100.00 |
0.09474 |
12.20 |
24.40167 |
| 115 |
13225.00 |
0.10355 |
14.58 |
29.15010 |
| 120 |
14400.00 |
0.11275 |
17.28 |
34.56000 |
| 125 |
15625.00 |
0.12234 |
20.35 |
40.69010 |
| 130 |
16900.00 |
0.13233 |
23.80 |
47.60167 |
| 135 |
18225.00 |
0.14270 |
27.68 |
55.35844 |
| Width/Depth |
Cross Section Area |
Mass/mm |
Second Moment
of Area
of section |
Polar Moment of Area |
| Bending Calcs. |
Torsion Calcs |
| B |
A |
m |
Ixx = Iyy |
J = Izz |
| mm |
mm2 |
kg/mm |
mm4 x 106 |
mm4 x 106 |
| 140 |
19600.00 |
0.15347 |
32.01 |
64.02667 |
| 145 |
21025.00 |
0.16463 |
36.84 |
73.67510 |
| 150 |
22500.00 |
0.17618 |
42.19 |
84.37500 |
| 155 |
24025.00 |
0.18812 |
48.10 |
96.20010 |
| 160 |
25600.00 |
0.20045 |
54.61 |
109.22667 |
| 165 |
27225.00 |
0.21317 |
61.77 |
123.53344 |
| 170 |
28900.00 |
0.22629 |
69.60 |
139.20167 |
| 175 |
30625.00 |
0.23979 |
78.16 |
156.31510 |
| 180 |
32400.00 |
0.25369 |
87.48 |
174.96000 |
| 185 |
34225.00 |
0.26798 |
97.61 |
195.22510 |
| 190 |
36100.00 |
0.28266 |
108.60 |
217.20167 |
| 195 |
38025.00 |
0.29774 |
120.49 |
240.98344 |
| 200 |
40000.00 |
0.31320 |
133.33 |
266.66667 |
| 205 |
42025.00 |
0.32906 |
147.18 |
294.35010 |
| 210 |
44100.00 |
0.34530 |
162.07 |
324.13500 |
| 215 |
46225.00 |
0.36194 |
178.06 |
356.12510 |
| 220 |
48400.00 |
0.37897 |
195.21 |
390.42667 |
| 225 |
50625.00 |
0.39639 |
213.57 |
427.14844 |
| 230 |
52900.00 |
0.41421 |
233.20 |
466.40167 |
| 235 |
55225.00 |
0.43241 |
254.15 |
508.30010 |
| 240 |
57600.00 |
0.45101 |
276.48 |
552.96000 |
| 245 |
60025.00 |
0.47000 |
300.25 |
600.50010 |
| 250 |
62500.00 |
0.48938 |
325.52 |
651.04167 |
| 255 |
65025.00 |
0.50915 |
352.35 |
704.70844 |
| 260 |
67600.00 |
0.52931 |
380.81 |
761.62667 |
| 265 |
70225.00 |
0.54986 |
410.96 |
821.92510 |
| Width/Depth |
Cross Section Area |
Mass/mm |
Second Moment
of Area
of section |
Polar Moment of Area |
| Bending Calcs. |
Torsion Calcs |
| B |
A |
m |
Ixx = Iyy |
J = Izz |
| mm |
mm2 |
kg/mm |
mm4 x 106 |
mm4 x 106 |
| 270 |
72900.00 |
0.57081 |
442.87 |
885.73500 |
| 275 |
75625.00 |
0.59214 |
476.60 |
953.19010 |
| 280 |
78400.00 |
0.61387 |
512.21 |
1024.42667 |
| 285 |
81225.00 |
0.63599 |
549.79 |
1099.58344 |
| 290 |
84100.00 |
0.65850 |
589.40 |
1178.80167 |
| 295 |
87025.00 |
0.68141 |
631.11 |
1262.22510 |
| 300 |
90000.00 |
0.70470 |
675.00 |
1350.00000 |
| 310 |
96100.00 |
0.75246 |
769.60 |
1539.20167 |
| 320 |
102400.00 |
0.80179 |
873.81 |
1747.62667 |
| 330 |
108900.00 |
0.85269 |
988.27 |
1976.53500 |
| 340 |
115600.00 |
0.90515 |
1113.61 |
2227.22667 |
| 350 |
122500.00 |
0.95918 |
1250.52 |
2501.04167 |
| 360 |
129600.00 |
1.01477 |
1399.68 |
2799.36000 |
| 370 |
136900.00 |
1.07193 |
1561.80 |
3123.60167 |
| 380 |
144400.00 |
1.13065 |
1737.61 |
3475.22667 |
| 390 |
152100.00 |
1.19094 |
1927.87 |
3855.73500 |
| 400 |
160000.00 |
1.25280 |
2133.33 |
4266.66667 |
| 410 |
168100.00 |
1.31622 |
2354.80 |
4709.60167 |
| 420 |
176400.00 |
1.38121 |
2593.08 |
5186.16000 |
| 430 |
184900.00 |
1.44777 |
2849.00 |
5698.00167 |
| 440 |
193600.00 |
1.51589 |
3123.41 |
6246.82667 |
| 450 |
202500.00 |
1.58558 |
3417.19 |
6834.37500 |
| 460 |
211600.00 |
1.65683 |
3731.21 |
7462.42667 |
| 470 |
220900.00 |
1.72965 |
4066.40 |
8132.80167 |
| 480 |
230400.00 |
1.80403 |
4423.68 |
8847.36000 |
| 490 |
240100.00 |
1.87998 |
4804.00 |
9608.00167 |
| 500 |
250000.00 |
1.95750 |
5208.33 |
10416.66667 |
| 510 |
260100.00 |
2.03658 |
5637.67 |
11275.33500 |
| 520 |
270400.00 |
2.11723 |
6093.01 |
12186.02667 |
| 530 |
280900.00 |
2.19945 |
6575.40 |
13150.80167 |
| 540 |
291600.00 |
2.28323 |
7085.88 |
14171.76000 |
| 550 |
302500.00 |
2.36858 |
7625.52 |
15251.04167 |
| Width/Depth |
Cross Section Area |
Mass/mm |
Second Moment
of Area
of section |
Polar Moment of Area |
| Bending Calcs. |
Torsion Calcs |
| B |
A |
m |
Ixx = Iyy |
J = Izz |
| mm |
mm2 |
kg/mm |
mm4 x 106 |
mm4 x 106 |
| 560 |
313600.00 |
2.45549 |
8195.41 |
16390.82667 |
| 570 |
324900.00 |
2.54397 |
8796.67 |
17593.33500 |
| 580 |
336400.00 |
2.63401 |
9430.41 |
18860.82667 |
| 590 |
348100.00 |
2.72562 |
10097.80 |
20195.60167 |
| 600 |
360000.00 |
2.81880 |
10800.00 |
21600.00000 |
| 620 |
384400.00 |
3.00985 |
12313.61 |
24627.22667 |
| 640 |
409600.00 |
3.20717 |
13981.01 |
27962.02667 |
| 660 |
435600.00 |
3.41075 |
15812.28 |
31624.56000 |
| 680 |
462400.00 |
3.62059 |
17817.81 |
35635.62667 |
| 700 |
490000.00 |
3.83670 |
20008.33 |
40016.66667 |
| 720 |
518400.00 |
4.05907 |
22394.88 |
44789.76000 |
| 740 |
547600.00 |
4.28771 |
24988.81 |
49977.62667 |
| 760 |
577600.00 |
4.52261 |
27801.81 |
55603.62667 |
| 780 |
608400.00 |
4.76377 |
30845.88 |
61691.76000 |
| 800 |
640000.00 |
5.01120 |
34133.33 |
68266.66667 |
| 820 |
672400.00 |
5.26489 |
37676.81 |
75353.62667 |
| 840 |
705600.00 |
5.52485 |
41489.28 |
82978.56000 |
| 860 |
739600.00 |
5.79107 |
45584.01 |
91168.02667 |
| 880 |
774400.00 |
6.06355 |
49974.61 |
99949.22667 |
| 900 |
810000.00 |
6.34230 |
54675.00 |
109350.00000 |
| 920 |
846400.00 |
6.62731 |
59699.41 |
119398.82667 |
| 940 |
883600.00 |
6.91859 |
65062.41 |
130124.82667 |
| 960 |
921600.00 |
7.21613 |
70778.88 |
141557.76000 |
| 980 |
960400.00 |
7.51993 |
76864.01 |
153728.02667 |
| 1000 |
1000000.00 |
7.83000 |
83333.33 |
166666.66667 |
| Width/Depth |
Cross Section Area |
Mass/mm |
Second Moment
of Area
of section |
Polar Moment of Area |
| Bending Calcs. |
Torsion Calcs |
| B |
A |
m |
Ixx = Iyy |
J = Izz |
| mm |
mm2 |
kg/mm |
mm4 x 106 |
mm4 x 106 |
This Page is being developed
Home
Steel Section Index
Please Send Comments to Roy Beardmore
Last Updated 27/12/2011
|