All Beams/Girders are Laterally Braced
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¼³°è´ë»ó ±¸Á¶¹°¿¡ Æ÷ÇÔµÈ ¼öÆòºÎÀç(º¸ ¶Ç´Â °Å´õ)ÀÇ È¾ÁöÁö ¿©ºÎ ¼±ÅÃ
ö°ñ °Å´õ(Girder)¿Í º¸(Beam)ÀÇ »óºÎ ¾ÐÃàÃø Ç÷£Áö°¡ ÄÜÅ©¸®Æ® ¹Ù´ÚÆÇ ¿ä¼Ò¿Í Àü´Ü ¿¬°áÀç(Shear Connector) µîÀ¸·Î ¿¬°áµÈ °æ¿ì¿¡´Â ºÎÀç Àüü°¡ ȾÁöÁöµÈ °ÍÀ¸·Î °£ÁÖÇÒ ¼ö ÀÖ´Ù. ÀÌ Ç׸ñÀÌ ¼±ÅõǸé "Unbraced Length(L,Lb)" Dialog Bar¿¡¼ Laterally Unbraced Length(Lb) ÀԷ¶õÀÌ ºñÈ°¼ºÈ µÇ¸ç, Lb = 0À¸·Î ¸ðµç ºÎÀç¿¡ Àû¿ëµÈ´Ù.
ö°ñºÎÀç ¼³°è ½Ã ÀԷº¯¼öÀÇ ¼³°è±âÁغ° »ç¿ë¿©ºÎ
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Biaxial moments for buckling resistance
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Á±¼¿¡ ÀúÇ×Çϱâ À§ÇÑ ÀÌÃà ¸ð¸àÆ® °ËÅä ¹æ¹ý ¼³Á¤
Biaxial moments at the same location : Member¿¡¼ ÇØ´ç À§Ä¡ÀÇ ¸ð¸àÆ®¸¦ »ç¿ëÇؼ °ËÅä
Maximum moments aling the member : Member¿¡¼ ÃÖ´ë ¸ð¸àÆ®¸¦ ã¾Æ¼ °ËÅä
: ÀÔ·ÂÇÑ °ªÀ̳ª ¼±ÅûçÇ×À» Àû¿ëÇÏ°í ´ëÈ»óÀÚ¸¦ ´Ý½À´Ï´Ù.
: ÀÔ·ÂÇÑ °ªÀ̳ª ¼±ÅûçÇ×À» Àû¿ëÇÏÁö ¾Ê°í ´ëÈ»óÀÚ¸¦ ´Ý½À´Ï´Ù.
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