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Second polar moment of area

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531: 1965: 92: 51: 194: 1674:) applied parallel to the cross-section, the provided value of rigidity does not have any bearing on the torsional resistance provided to an object as a function of its constituent materials. The rigidity provided by an object's material is a characteristic of its 1519: 2512: 1564:
The polar second moment of area can be insufficient for use to analyze beams and shafts with non-circular cross-sections, due their tendency to warp when twisted, causing out-of-plane deformations. In such cases, a
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is a shaft or beam's resistance to being distorted by torsion, as a function of its shape. The rigidity comes from the object's cross-sectional area only, and does not depend on its material composition or
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In objects with significant cross-sectional variation (along the axis of the applied torque), which cannot be analyzed in segments, a more complex approach may have to be used. See
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should be substituted, where an appropriate deformation constant is included to compensate for the warping effect. Within this, there are articles that differentiate between the
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As shown, the larger the material's shear modulus and polar second moment of area (i.e. larger cross-sectional area), the greater resistance to torsional deflection.
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Hz. This is assuming that there is a 1:1 correlation between rotational velocity of turbine and the frequency of mains power.
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Ugural AC, Fenster SK. Advanced Strength and Applied Elasticity. 3rd Ed. Prentice-Hall Inc. Englewood Cliffs, NJ. 1995.
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applied in a plane perpendicular to the object's central axis (i.e. parallel to the cross-section). Similar to
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second moments of area are an indication of rigidity, and the moment of inertia (second moment of
477:, this designation should be given careful attention so that it does not become confused with the 102: 2827: 1514:{\displaystyle I_{z}=\int _{0}^{2\pi }\int _{0}^{R}r^{2}(r\,dr\,d\phi )={\frac {\pi R^{4}}{2}}} 2940: 2946: 2832: 1721: 284: 372: 2790: 2739: 2710: 1922: 1862: 1667: 1607: 1576: 1215: 1188: 561: 486: 453: 406: 345: 318: 35: 8: 834: 307:
second moment of area describes an object's resistance to deflection when subjected to a
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Comparing polar second moments of area and moments of inertia (second moments of mass)
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second moments of area are integrated over all the infinitesimal elements of a given
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It is shown that the polar moment of area can be described as the summation of the
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and no significant warping or out-of-plane deformation. It is a constituent of the
2507:{\displaystyle I_{c}=I_{z}\rho l={\frac {\pi \rho l\left(D^{4}-d^{4}\right)}{64}}} 430:. While several engineering textbooks and academic publications also denote it as 2080: 2033:; this is the typical frequency in Europe. In North America the frequency is 60 1806:
The polar second moment of area appears in the formulae that describe torsional
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Though the polar second moment of area is most often used to calculate the
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of 5 and re-calculates the radius with the admissible stress equal to the
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mm, the approximate size of a turboset shaft in a nuclear power plant.
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second moment of area describes an object's resistance to deflection (
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is the polar second moment of area in meters to the fourth power (m)
91: 2291: 1002:{\displaystyle J=\iint _{A}x^{2}\,dx\,dy+\iint _{A}y^{2}\,dx\,dy} 296: 2405:{\displaystyle I_{z}={\frac {\pi \left(D^{4}-d^{4}\right)}{32}}} 2265:{\displaystyle r={\sqrt{\frac {2T_{\max }}{\pi \tau _{\max }}}}} 2645:{\displaystyle I_{c}=I_{z}\rho l={\frac {\pi \rho lD^{4}}{64}}} 2275: 2122: 2118: 1671: 39: 2030: 1698:. Combining these two features with the length of the shaft, 279:), in objects (or segments of an object) with an invariant 909:{\displaystyle J=\iint _{A}\left(x^{2}+y^{2}\right)dx\,dy} 668:) is the rotational motion resistance of a massive object. 2195:{\displaystyle T_{\max }={\frac {\tau _{\max }J_{z}}{r}}} 1718:, one is able to calculate a shaft's angular deflection, 628:, within physics and mathematics fields, is strictly the 620:
second moments of area, this is primarily a construct of
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Elastic Properties and Young Modulus for some Materials
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The equation describing the polar moment of area is a
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Unsourced material may be challenged and removed. 2799: 2777: 2755: 2726: 2693: 2667: 2644: 2565: 2506: 2404: 2264: 2194: 2104: 2079:The torque carried by the shaft is related to the 2069: 1938: 1911: 1891: 1871: 1851: 1793: 1750: 1730: 1710: 1690: 1643: 1623: 1592: 1513: 1392: 1370: 1334: 1292: 1231: 1204: 1174: 1154: 1132: 1070: 1001: 908: 825: 805: 782: 759: 739: 687: 593: 570: 550: 502: 469: 442: 422: 391: 361: 334: 2960: 2248: 2233: 2171: 2155: 27:Quantity of resistance to torsional deformation 2045:can be calculated with the following formula: 1293:{\displaystyle \therefore J=I_{z}=I_{x}+I_{y}} 2879:"Moment Of Inertia; Definition with examples" 2566:{\displaystyle I_{z}={\frac {\pi D^{4}}{32}}} 1651:to describe the polar second moment of area. 608:While it has become common to find the term 1919:is the distance from the central axis, and 1852:{\displaystyle \tau ={\frac {T\,r}{J_{z}}}} 1133:{\displaystyle I_{y}=\iint _{A}x^{2}dx\,dy} 1071:{\displaystyle I_{x}=\iint _{A}y^{2}dx\,dy} 644:in some two-dimensional cross-section, the 79:Learn how and when to remove these messages 403:second moment of area is often denoted as 2114:The angular frequency is therefore 314.16 1832: 1476: 1469: 1123: 1061: 1015:second moments of area equations, where: 992: 985: 955: 948: 899: 730: 299:) when subjected to a force applied to a 255:Learn how and when to remove this message 237:Learn how and when to remove this message 176:Learn how and when to remove this message 1963: 1956:is maximal at the surface of the shaft. 1794:{\displaystyle \theta ={\frac {TL}{JG}}} 529: 2895: 2785:is the length of cylinder in meters (m) 14: 2961: 2208:the following expression is obtained: 578:is the radial distance to the element 2854: 2004:of the steel used to make the shaft ( 1959: 740:{\displaystyle J=\iint _{A}r^{2}\,dA} 1946:is the polar second moment of area. 1670:of an object subjected to a moment ( 510:, used for non-cylindrical objects. 315:second moment of area calculations ( 187: 114:adding citations to reliable sources 85: 44: 1544:), and inches to the fourth power ( 1380:For a circular section with radius 24: 2922: 2332: 2316:/5 the result is a radius of 0.343 1987:Power carried by the shaft is 1000 303:parallel to the central axis, the 34:, which characterizes an object's 25: 2990: 2934: 2516: 2026:Electricity has a frequency of 50 1540:, is meters to the fourth power ( 60:This article has multiple issues. 2734:is the moment of inertia in kg·m 192: 90: 49: 1879:is the torsional shear stress, 767:is the distance to the element 675:over the cross-sectional area, 101:needs additional citations for 68:or discuss these issues on the 2916: 2889: 2871: 2843:List of second moments of area 2070:{\displaystyle \omega =2\pi f} 1994:; this is typical for a large 1661: 1559: 1483: 1463: 13: 1: 2848: 2337:Polar second moment of area: 1980:shaft radius for a turboset: 1738:, due to the applied torque, 525: 125:"Second polar moment of area" 2953:Material Properties Database 2807:is the specific mass in kg/m 2521:Polar second moment of area 1538:planar second moment of area 534:A schematic showing how the 7: 2811: 2206:polar second moment of area 2083:by the following equation: 1571:polar second moment of area 1534:polar second moment of area 536:second polar moment of area 269:second polar moment of area 214:excessive bold and italics. 212:. The specific problem is: 10: 2995: 2204:After substitution of the 2105:{\displaystyle P=T\omega } 1810:and angular displacement. 1304:perpendicular axis theorem 1302:This is also shown in the 604: 289:perpendicular axis theorem 29: 2896:Obregon, Joaquin (2012). 1952:In a circular shaft, the 2949:- engineeringtoolbox.com 2943:- engineeringtoolbox.com 1371:{\displaystyle J=2I_{y}} 1335:{\displaystyle J=2I_{x}} 30:Not to be confused with 2320:m, or a diameter of 690 2143:The maximal torque is: 1899:is the applied torque, 1731:{\displaystyle \theta } 1523: 18:Polar moment of inertia 2828:Torsion bar suspension 2801: 2779: 2757: 2728: 2695: 2669: 2646: 2567: 2508: 2406: 2266: 2196: 2106: 2071: 1973: 1968:The rotor of a modern 1940: 1913: 1893: 1873: 1853: 1795: 1752: 1732: 1712: 1692: 1645: 1625: 1594: 1515: 1394: 1372: 1336: 1294: 1233: 1206: 1176: 1156: 1134: 1072: 1003: 910: 833:components, using the 827: 807: 784: 761: 741: 689: 602: 595: 572: 552: 504: 471: 444: 424: 393: 392:{\displaystyle I_{xy}} 363: 336: 2974:Mechanical quantities 2833:Second moment of area 2802: 2800:{\displaystyle \rho } 2780: 2758: 2756:{\displaystyle I_{z}} 2729: 2727:{\displaystyle I_{c}} 2696: 2670: 2647: 2568: 2509: 2407: 2267: 2197: 2125:and the torque 3.1831 2107: 2072: 1967: 1941: 1939:{\displaystyle J_{z}} 1914: 1894: 1874: 1872:{\displaystyle \tau } 1854: 1796: 1753: 1733: 1713: 1693: 1646: 1626: 1624:{\displaystyle J_{t}} 1595: 1593:{\displaystyle I_{z}} 1516: 1395: 1373: 1337: 1295: 1234: 1232:{\displaystyle I_{y}} 1207: 1205:{\displaystyle I_{x}} 1177: 1157: 1135: 1073: 1004: 911: 828: 808: 785: 762: 742: 690: 630:second moment of mass 612:used to describe the 596: 573: 571:{\displaystyle \rho } 553: 533: 505: 503:{\displaystyle J_{t}} 472: 470:{\displaystyle J_{z}} 445: 425: 423:{\displaystyle I_{z}} 394: 364: 362:{\displaystyle I_{y}} 337: 335:{\displaystyle I_{x}} 287:, linked through the 285:second moment of area 2791: 2769: 2740: 2711: 2685: 2659: 2579: 2525: 2418: 2341: 2212: 2147: 2087: 2049: 1923: 1903: 1883: 1863: 1817: 1813:Torsional stresses: 1762: 1742: 1722: 1702: 1682: 1668:angular displacement 1635: 1608: 1577: 1550:U.S. Customary units 1404: 1384: 1346: 1310: 1242: 1216: 1189: 1166: 1146: 1081: 1019: 919: 841: 817: 797: 771: 751: 701: 679: 582: 562: 542: 515:polar moment of area 487: 454: 434: 407: 373: 346: 319: 219:improve this article 208:to meet Knowledge's 110:improve this article 36:angular acceleration 2969:Continuum mechanics 2899:Mechanical Simmetry 2414:Moment of inertia: 2298:mm. If one adds a 1976:Calculation of the 1452: 1437: 835:Pythagorean theorem 2797: 2775: 2753: 2724: 2691: 2665: 2642: 2575:Moment of inertia 2563: 2504: 2402: 2262: 2192: 2102: 2067: 1974: 1960:Sample calculation 1936: 1909: 1889: 1869: 1849: 1791: 1748: 1728: 1708: 1688: 1641: 1631:, no longer using 1621: 1602:torsional constant 1590: 1511: 1438: 1420: 1390: 1368: 1332: 1290: 1229: 1202: 1172: 1152: 1130: 1068: 999: 906: 823: 803: 783:{\displaystyle dA} 780: 757: 737: 685: 652:second moments of 610:moments of inertia 603: 594:{\displaystyle dA} 591: 568: 548: 500: 467: 440: 420: 389: 359: 332: 2941:Torsion of Shafts 2909:978-1-4772-3372-6 2778:{\displaystyle l} 2694:{\displaystyle D} 2668:{\displaystyle d} 2640: 2561: 2502: 2400: 2260: 2254: 2190: 2043:angular frequency 1912:{\displaystyle r} 1892:{\displaystyle T} 1847: 1789: 1751:{\displaystyle T} 1711:{\displaystyle L} 1691:{\displaystyle G} 1644:{\displaystyle J} 1509: 1393:{\displaystyle R} 1185:moments of area, 1175:{\displaystyle y} 1155:{\displaystyle x} 826:{\displaystyle y} 806:{\displaystyle x} 793:Substituting the 760:{\displaystyle r} 695:, of the object. 688:{\displaystyle A} 673:multiple integral 626:moment of inertia 624:fields. The term 551:{\displaystyle O} 443:{\displaystyle J} 265: 264: 257: 247: 246: 239: 210:quality standards 201:This article may 186: 185: 178: 160: 83: 32:moment of inertia 16:(Redirected from 2986: 2979:Moment (physics) 2929: 2928: 2920: 2914: 2913: 2902:. Author House. 2893: 2887: 2886: 2875: 2869: 2858: 2818:Torsion constant 2806: 2804: 2803: 2798: 2784: 2782: 2781: 2776: 2762: 2760: 2759: 2754: 2752: 2751: 2733: 2731: 2730: 2725: 2723: 2722: 2700: 2698: 2697: 2692: 2674: 2672: 2671: 2666: 2651: 2649: 2648: 2643: 2641: 2636: 2635: 2634: 2615: 2604: 2603: 2591: 2590: 2572: 2570: 2569: 2564: 2562: 2557: 2556: 2555: 2542: 2537: 2536: 2513: 2511: 2510: 2505: 2503: 2498: 2497: 2493: 2492: 2491: 2479: 2478: 2454: 2443: 2442: 2430: 2429: 2411: 2409: 2408: 2403: 2401: 2396: 2395: 2391: 2390: 2389: 2377: 2376: 2358: 2353: 2352: 2323: 2319: 2300:factor of safety 2297: 2289: 2285: 2271: 2269: 2268: 2263: 2261: 2259: 2253: 2252: 2251: 2238: 2237: 2236: 2223: 2222: 2201: 2199: 2198: 2193: 2191: 2186: 2185: 2184: 2175: 2174: 2164: 2159: 2158: 2136: 2132: 2128: 2117: 2111: 2109: 2108: 2103: 2076: 2074: 2073: 2068: 2036: 2029: 2022: 2018: 2014: 1990: 1945: 1943: 1942: 1937: 1935: 1934: 1918: 1916: 1915: 1910: 1898: 1896: 1895: 1890: 1878: 1876: 1875: 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2735: 2721: 2717: 2706: 2703:outer diameter 2690: 2680: 2677:inner diameter 2664: 2639: 2633: 2629: 2625: 2622: 2619: 2613: 2610: 2607: 2602: 2598: 2594: 2589: 2585: 2560: 2554: 2550: 2546: 2540: 2535: 2531: 2518: 2517:Solid cylinder 2515: 2501: 2496: 2490: 2486: 2482: 2477: 2473: 2468: 2464: 2461: 2458: 2452: 2449: 2446: 2441: 2437: 2433: 2428: 2424: 2399: 2394: 2388: 2384: 2380: 2375: 2371: 2366: 2362: 2356: 2351: 2347: 2334: 2331: 2329: 2326: 2313: 2306: 2258: 2250: 2246: 2242: 2235: 2231: 2227: 2220: 2217: 2189: 2183: 2179: 2173: 2169: 2162: 2157: 2153: 2101: 2098: 2095: 2092: 2066: 2063: 2060: 2057: 2054: 2039: 2038: 2024: 2008: 1999: 1961: 1958: 1933: 1929: 1908: 1888: 1868: 1844: 1840: 1835: 1831: 1825: 1822: 1787: 1784: 1779: 1776: 1770: 1767: 1747: 1727: 1707: 1687: 1663: 1660: 1656:3-D elasticity 1640: 1618: 1614: 1587: 1583: 1561: 1558: 1554:imperial units 1525: 1522: 1508: 1502: 1498: 1494: 1488: 1485: 1482: 1479: 1475: 1472: 1468: 1465: 1460: 1456: 1450: 1445: 1441: 1435: 1432: 1427: 1423: 1419: 1414: 1410: 1389: 1365: 1361: 1357: 1354: 1351: 1329: 1325: 1321: 1318: 1315: 1287: 1283: 1279: 1274: 1270: 1266: 1261: 1257: 1253: 1250: 1247: 1226: 1222: 1199: 1195: 1171: 1151: 1129: 1126: 1122: 1119: 1114: 1110: 1104: 1100: 1096: 1091: 1087: 1067: 1064: 1060: 1057: 1052: 1048: 1042: 1038: 1034: 1029: 1025: 998: 995: 991: 988: 982: 978: 972: 968: 964: 961: 958: 954: 951: 945: 941: 935: 931: 927: 924: 905: 902: 898: 895: 891: 885: 881: 877: 872: 868: 863: 857: 853: 849: 846: 822: 802: 779: 776: 756: 736: 733: 727: 723: 717: 713: 709: 706: 684: 590: 587: 567: 547: 527: 524: 497: 493: 464: 460: 439: 417: 413: 386: 383: 379: 356: 352: 329: 325: 263: 262: 245: 244: 200: 198: 191: 184: 183: 98: 96: 89: 84: 58: 57: 55: 48: 26: 9: 6: 4: 3: 2: 2991: 2980: 2977: 2975: 2972: 2970: 2967: 2966: 2964: 2954: 2951: 2948: 2945: 2942: 2939: 2938: 2926: 2919: 2911: 2905: 2901: 2900: 2892: 2884: 2880: 2874: 2867: 2866:0-13-137589-X 2863: 2857: 2853: 2844: 2841: 2839: 2838:Shear modulus 2836: 2834: 2831: 2829: 2826: 2824: 2821: 2819: 2816: 2815: 2794: 2787: 2772: 2765: 2748: 2744: 2736: 2719: 2715: 2707: 2705:in meters (m) 2704: 2688: 2681: 2679:in meters (m) 2678: 2662: 2655: 2654: 2653: 2637: 2631: 2627: 2623: 2620: 2617: 2611: 2608: 2605: 2600: 2596: 2592: 2587: 2583: 2573: 2558: 2552: 2548: 2544: 2538: 2533: 2529: 2514: 2499: 2494: 2488: 2484: 2480: 2475: 2471: 2466: 2462: 2459: 2456: 2450: 2447: 2444: 2439: 2435: 2431: 2426: 2422: 2412: 2397: 2392: 2386: 2382: 2378: 2373: 2369: 2364: 2360: 2354: 2349: 2345: 2325: 2312: 2305: 2301: 2293: 2281: 2277: 2272: 2256: 2244: 2240: 2229: 2225: 2218: 2215: 2207: 2202: 2187: 2181: 2177: 2167: 2160: 2151: 2141: 2139: 2124: 2120: 2112: 2099: 2096: 2093: 2090: 2082: 2077: 2064: 2061: 2058: 2055: 2052: 2044: 2032: 2025: 2007: 2003: 2000: 1997: 1996:nuclear power 1993: 1986: 1985: 1984: 1983:Assumptions: 1981: 1979: 1978:steam turbine 1971: 1970:steam turbine 1966: 1957: 1955: 1951: 1947: 1931: 1927: 1906: 1886: 1866: 1842: 1838: 1833: 1829: 1823: 1820: 1811: 1809: 1804: 1801: 1785: 1782: 1777: 1774: 1768: 1765: 1745: 1725: 1705: 1685: 1677: 1676:shear modulus 1673: 1669: 1659: 1657: 1652: 1638: 1616: 1612: 1603: 1585: 1581: 1572: 1568: 1557: 1555: 1551: 1547: 1543: 1539: 1535: 1531: 1521: 1506: 1500: 1496: 1492: 1486: 1480: 1477: 1473: 1470: 1466: 1458: 1454: 1448: 1443: 1439: 1433: 1430: 1425: 1421: 1417: 1412: 1408: 1387: 1378: 1363: 1359: 1355: 1352: 1349: 1327: 1323: 1319: 1316: 1313: 1305: 1300: 1285: 1281: 1277: 1272: 1268: 1264: 1259: 1255: 1251: 1248: 1245: 1224: 1220: 1197: 1193: 1184: 1169: 1149: 1140: 1127: 1124: 1120: 1117: 1112: 1108: 1102: 1098: 1094: 1089: 1085: 1065: 1062: 1058: 1055: 1050: 1046: 1040: 1036: 1032: 1027: 1023: 1014: 1009: 996: 993: 989: 986: 980: 976: 970: 966: 962: 959: 956: 952: 949: 943: 939: 933: 929: 925: 922: 903: 900: 896: 893: 889: 883: 879: 875: 870: 866: 861: 855: 851: 847: 844: 836: 820: 800: 791: 777: 774: 754: 734: 731: 725: 721: 715: 711: 707: 704: 696: 682: 674: 667: 663: 659: 655: 651: 647: 643: 639: 635: 631: 627: 623: 619: 615: 611: 607: 588: 585: 565: 545: 537: 532: 523: 521: 520:shear modulus 516: 511: 495: 491: 482: 481: 462: 458: 437: 415: 411: 402: 384: 381: 377: 354: 350: 327: 323: 314: 310: 306: 302: 298: 294: 290: 286: 282: 281:cross-section 278: 275:deformation ( 274: 270: 259: 256: 241: 238: 230: 220: 215: 211: 207: 206: 199: 190: 189: 180: 177: 169: 158: 155: 151: 148: 144: 141: 137: 134: 130: 127: –  126: 122: 121:Find sources: 115: 111: 105: 104: 99:This article 97: 93: 88: 87: 82: 80: 73: 72: 67: 66: 61: 56: 47: 46: 41: 37: 33: 19: 2955:- matweb.com 2918: 2898: 2891: 2882: 2873: 2856: 2574: 2520: 2413: 2336: 2310: 2303: 2279: 2273: 2205: 2203: 2142: 2113: 2078: 2040: 2005: 2002:Yield stress 1982: 1975: 1954:shear stress 1949: 1948: 1812: 1805: 1802: 1665: 1653: 1601: 1570: 1563: 1545: 1541: 1537: 1533: 1527: 1379: 1301: 1182: 1141: 1012: 1010: 792: 697: 670: 665: 661: 657: 653: 649: 645: 641: 637: 633: 625: 617: 613: 609: 605: 535: 514: 512: 478: 400: 312: 304: 292: 291:. Where the 268: 266: 251: 233: 227:October 2023 224: 217:Please help 213: 202: 172: 163: 153: 146: 139: 132: 120: 108:Please help 103:verification 100: 76: 69: 63: 62:Please help 59: 1662:Application 1560:Limitations 1536:, like the 622:engineering 221:if you can. 166:August 2019 2963:Categories 2849:References 1600:, and the 1011:Given the 526:Definition 277:deflection 136:newspapers 65:improve it 2795:ρ 2621:ρ 2618:π 2606:ρ 2545:π 2481:− 2460:ρ 2457:π 2445:ρ 2379:− 2361:π 2290:mm, or a 2245:τ 2241:π 2168:τ 2100:ω 2062:π 2053:ω 2011:) is: 250 1867:τ 1821:τ 1766:θ 1726:θ 1532:unit for 1493:π 1481:ϕ 1440:∫ 1434:π 1422:∫ 1246:∴ 1099:∬ 1037:∬ 967:∬ 930:∬ 852:∬ 712:∬ 566:ρ 558:. Where 273:torsional 71:talk page 38:due to a 2923:galtor. 2812:See also 2292:diameter 203:require 2701:is the 2675:is the 2652:where: 2286:m = 200 399:), the 297:bending 205:cleanup 150:scholar 2906:  2864:  2322:  2318:  2296:  2294:of 400 2288:  2284:  2282:=0.200 2276:radius 2135:  2131:  2127:  2116:  2035:  2028:  2021:  2017:  2013:  1998:plant. 1989:  1859:where 1808:stress 1672:torque 1183:planar 1013:planar 747:where 662:planar 650:planar 638:planar 618:planar 369:, and 313:planar 309:moment 293:planar 152:  145:  138:  131:  123:  40:torque 2314:yield 2081:power 2009:yield 1950:Note: 1548:) in 658:polar 646:polar 634:polar 614:polar 606:Note: 401:polar 305:polar 301:plane 157:JSTOR 143:books 2904:ISBN 2862:ISBN 2274:The 2041:The 2023:N/m. 1552:and 1528:The 1524:Unit 1212:and 1162:and 813:and 666:mass 660:and 654:mass 648:and 642:area 636:and 616:and 267:The 129:news 2307:adm 2278:is 2249:max 2234:max 2172:max 2156:max 2138:N·m 2119:rad 1342:or 450:or 112:by 2965:: 2881:. 2638:64 2559:32 2500:64 2398:32 2140:. 2133:10 2031:Hz 2019:10 1992:MW 1758:: 1678:, 1658:. 1604:, 1573:, 1556:. 1546:in 1530:SI 1400:: 837:: 790:. 483:, 74:. 2927:. 2912:. 2885:. 2868:. 2773:l 2749:z 2745:I 2720:c 2716:I 2689:D 2663:d 2632:4 2628:D 2624:l 2612:= 2609:l 2601:z 2597:I 2593:= 2588:c 2584:I 2553:4 2549:D 2539:= 2534:z 2530:I 2495:) 2489:4 2485:d 2476:4 2472:D 2467:( 2463:l 2451:= 2448:l 2440:z 2436:I 2432:= 2427:c 2423:I 2393:) 2387:4 2383:d 2374:4 2370:D 2365:( 2355:= 2350:z 2346:I 2311:τ 2309:= 2304:τ 2280:r 2257:3 2230:T 2226:2 2219:= 2216:r 2188:r 2182:z 2178:J 2161:= 2152:T 2129:× 2123:s 2121:/ 2097:T 2094:= 2091:P 2065:f 2059:2 2056:= 2015:× 2006:τ 1972:. 1932:z 1928:J 1907:r 1887:T 1843:z 1839:J 1834:r 1830:T 1824:= 1786:G 1783:J 1778:L 1775:T 1769:= 1746:T 1706:L 1686:G 1639:J 1617:t 1613:J 1586:z 1582:I 1542:m 1507:2 1501:4 1497:R 1487:= 1484:) 1478:d 1474:r 1471:d 1467:r 1464:( 1459:2 1455:r 1449:R 1444:0 1431:2 1426:0 1418:= 1413:z 1409:I 1388:R 1364:y 1360:I 1356:2 1353:= 1350:J 1328:x 1324:I 1320:2 1317:= 1314:J 1286:y 1282:I 1278:+ 1273:x 1269:I 1265:= 1260:z 1256:I 1252:= 1249:J 1225:y 1221:I 1198:x 1194:I 1170:y 1150:x 1128:y 1125:d 1121:x 1118:d 1113:2 1109:x 1103:A 1095:= 1090:y 1086:I 1066:y 1063:d 1059:x 1056:d 1051:2 1047:y 1041:A 1033:= 1028:x 1024:I 997:y 994:d 990:x 987:d 981:2 977:y 971:A 963:+ 960:y 957:d 953:x 950:d 944:2 940:x 934:A 926:= 923:J 904:y 901:d 897:x 894:d 890:) 884:2 880:y 876:+ 871:2 867:x 862:( 856:A 848:= 845:J 821:y 801:x 778:A 775:d 755:r 735:A 732:d 726:2 722:r 716:A 708:= 705:J 683:A 601:. 589:A 586:d 546:O 496:t 492:J 463:z 459:J 438:J 416:z 412:I 385:y 382:x 378:I 355:y 351:I 342:, 328:x 324:I 258:) 252:( 240:) 234:( 229:) 225:( 179:) 173:( 168:) 164:( 154:· 147:· 140:· 133:· 106:. 81:) 77:( 42:. 20:)

Index

Polar moment of inertia
moment of inertia
angular acceleration
torque
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talk page
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verification
improve this article
adding citations to reliable sources
"Second polar moment of area"
news
newspapers
books
scholar
JSTOR
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cleanup
quality standards
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torsional
deflection
cross-section
second moment of area
perpendicular axis theorem
bending
plane

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