Architecture
°ÇÃà Architecture



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1114127  ¡à Unit weight (kN/m^3), by the density (g/cm^3)[0] aproduite 2019-11-13 637 ·Î±×ÀÎ login
1114126  ¢Ç Reaction force when uniform load is applied to continuous beam[0] orion 2019-11-13 677 ·Î±×ÀÎ login
1114125  ¡à Reaction force, center point when uniform load is applied to continuous beam[0] orion 2019-11-13 541 ·Î±×ÀÎ login
1114124  ¡à Reaction force, end points when a uniform distribution load is applied to a continuous beam[0] orion 2019-11-13 705 ·Î±×ÀÎ login
1114121  ¢Ç Reaction force of an arched hinge structure, when a uniform distribution load is applied[0] orion 2019-11-13 633 ·Î±×ÀÎ login
1114120  ¡à pressure difference between two points in an inclined pipe[0] milinae 2019-11-13 313 ·Î±×ÀÎ login
1114119  ¡à °æ»çÁø ÆÄÀÌÇÁ¿¡¼­ µÎ ÁöÁ¡ »çÀÌÀÇ ¾Ð·Â Â÷[0] milinae 2019-11-13 1469 ·Î±×ÀÎ login
1114118  ¢Ç ¾ÆÄ¡(arch)Çü ÈùÁö ±¸Á¶¹°ÀÇ ¹Ý·Â(reaction force), µîºÐÆ÷ ÇÏÁßÀÌ ÀÛ¿ëÇÏ´Â °æ¿ì[0] Åä¸ñ±â»ç 2019-11-13 2291 ·Î±×ÀÎ login
1114114  ¢Ç ¿¬¼Óº¸(continuous beam)¿¡ µîºÐÆ÷ÇÏÁß(distributed load)ÀÌ ÀÛ¿ëÇÒ ¶§ ¹Ý·Â(reaction force) ±¸Çϱâ[0] Åä¸ñ±â»ç 2019-11-11 3535 ·Î±×ÀÎ login
1114113  ¡à ¿¬¼Óº¸(continuous beam)¿¡ µîºÐÆ÷ÇÏÁß(distributed load)ÀÌ ÀÛ¿ëÇÒ ¶§ ¹Ý·Â(reaction force), Áß¾Ó ÁöÁ¡[0] Åä¸ñ±â»ç 2019-11-11 1147 ·Î±×ÀÎ login
1114112  ¡à ¿¬¼Óº¸(continuous beam)¿¡ µîºÐÆ÷ÇÏÁß(distributed load)ÀÌ ÀÛ¿ëÇÒ ¶§ ¹Ý·Â(reaction force), ¾ç ³¡ ÁöÁ¡[0] Åä¸ñ±â»ç 2019-11-11 1890 ·Î±×ÀÎ login
1114097  ¡à ´ÜÀ§ Áß·® (unit weight, kN/m^3) °è»êÇϱâ, ¹Ðµµ (density, g/cm^3) ÀÌ¿ë[0] ¿ì°øÀÌ»ê 2019-11-10 2720 ·Î±×ÀÎ login
1114092  ¢Ç °Ô¸£¹öº¸(Gerber beam)ÀÇ ¹Ý·Â°ú ¸ð¸àÆ®, ³»¹Îº¸, ºÐÆ÷ÇÏÁß[1] Åä¸ñ±â»ç 2019-11-09 1703 ·Î±×ÀÎ login
1114085  ¡à Calculating the horizontal distance, using slope distance and slope percentage (%)[0] orion 2019-11-09 523 ·Î±×ÀÎ login
1114070  ¡à °æ»ç°Å¸®¿Í °æ»çµµ(%)¸¦ ÀÌ¿ëÇÏ¿© ¼öÆò°Å¸® ±¸Çϱâ[0] È¥¼úÈ¥¹ä 2019-11-06 2397 ·Î±×ÀÎ login
1114067  ¡à Second moment of area, hollow circular section, with respect to an arbitrary axis[0] orion 2019-11-05 552 ·Î±×ÀÎ login
1114066  ¡à Shear Modulus by Elastic Modulus and Poisson's Ratio[0] orion 2019-11-05 602 ·Î±×ÀÎ login
1114060  ¢Ç Reaction force of a structure with ends hinged[0] orion 2019-11-05 509 ·Î±×ÀÎ login
1114059  ¢Ç ¾ç ³¡´ÜÀÌ ÈùÁö(hinge)·Î °íÁ¤µÈ ±¸Á¶¹°ÀÇ ¹Ý·Â(reaction force)[0] Åä¸ñ±â»ç 2019-11-05 1457 ·Î±×ÀÎ login
1114050  ¡à Åº¼º°è¼ö¿Í ÇÁ¾Æ¼Ûºñ·Î Àü´Üź¼º°è¼ö ±¸Çϱâ[0] Åä¸ñ±â»ç 2019-11-03 1032 ·Î±×ÀÎ login
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