R.C. Slab Bridge Wizard
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RC ½½·¡ºê±³ÀÇ ¿µÇâ¸é ¸ðµ¨À» °£´ÜÇÑ º¯¼ö¸¸À» ÀÔ·ÂÇÏ´Â Wizard ±â´ÉÀ¸·Î ÀÚµ¿»ý¼ºÇÕ´Ï´Ù.
R.C. Slab Bridge Wizard¿¡ ÀÇÇØ ÀÚµ¿»ý¼ºµÇ´Â ¸ðµ¨µ¥ÀÌÅÍ¿¡ ´ëÇÑ ÀÚ¼¼ÇÑ ¼³¸íÀº "RC ½½·¡ºê±³ µû¶óÇϱâ"¸¦ ÂüÁ¶Çϱ⠹ٶø´Ï´Ù.
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Main Menu¿¡¼ Model > Structure Wizard > R.C. Slab Bridge
Tree MenuÀÇ Menu ÅÇ¿¡¼ Geometry > Structure Wizard > R.C. Slab Bridge
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R.C. Slab Bridge Wizard Longitudinal ´ëÈ»óÀÚ
R.C. Slab Bridge Wizard´Â Longitudinal, Transverse, LoadsÀÇ ¼¼°¡Áö ÅÇÀ¸·Î ±¸¼ºµÇ¾î ÀÖ½À´Ï´Ù.
Longitudinal ÅÇ
±³·®ÀÇ ÀçÁú°ú Á¾¹æÇâÁ¦¿øÀ» ÀÔ·ÂÇÏ¿© ±³·®¸ðµ¨À» ÀÚµ¿»ý¼ºÇÕ´Ï´Ù.
Model
Material : ±³·®ÀÇ ÀçÁú
Size of Plate Element : ÀÚµ¿»ý¼ºµÇ´Â ÆÇ¿ä¼ÒÀÇ Á¾¹æÇâ ÃÖ´ëÄ¡¼ö
Span : ±³·®ÀÇ Áö°£
Radius
ÇϳªÀÇ °î·üÀ» °¡Áö´Â °î¼±±³¸¦ ¸ðµ¨¸µÇÏ´Â °æ¿ì checkÇÏ°í ¹ÝÁö¸§À» ÀÔ·ÂÇÕ´Ï´Ù.
Convex : °î·ü¹æÇâÀÌ º¼·Ï(¿øÀÇ Áß½ÉÀÌ ÇϺÎ)ÀÎ °æ¿ì
Concave : °î·ü¹æÇâÀÌ ¿À¸ñ(¿øÀÇ Áß½ÉÀÌ »óºÎ)ÀÎ °æ¿ì
Radiate Type : ¶ó¸à±³ÀÇ Áö°£ÀÇ ¹æ»çÇüÀ¸·Î º¯°æµÇ´Â °æ¿ì
Parallel Type : ¶ó¸à±³ÀÇ Áö°£ÀÌ ÀÏÁ¤ÇÑ °æ¿ì
Note
Radiate TypeÀº °î¼±±³ÀÇ °æ¿ì¿¡ È°¼ºÈµÇ¸ç, "Convex"¸¦ ¼±Åà ÇÑ °æ¿ì´Â °î·ü¹ÝÇâÀÌ º¼·ÏÇÏ°í Áö°£ÀÌ
¿ø ³»ºÎ¹æÇâÀ¸·Î ÁÙ¾îµç´Ù.
Skew : ±³·®ÀÇ »ç°¢ (¥è deg)
t, t1, a1, a2, a3 : ¾È³»±×¸²À» ÂüÁ¶ÇÏ¿© ½½·¡ºê±³ÀÇ Á¾¹æÇâ Á¦¿øÀ» ÀÔ·Â
Boundary
Supports
±³·® ±³Ãà¹æÇâÀÇ °íÁ¤´Ü À§Ä¡¸¦ ÁöÁ¤ÇÏ°í ³ª¸ÓÁö´Â °¡µ¿´ÜÀ¸·Î °í·ÁÇÕ´Ï´Ù.
Elastic Link : ±³ÁÂÀåÄ¡¸¦ ź¼º¿¬°á¿ä¼Ò(Elastic Link)·Î ÀÔ·ÂÇÕ´Ï´Ù.
Elastic Link Stiffness : ź¼º¿¬°á¿ä¼ÒÀÇ °¼ºÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Abut : Kx, Ky, Kz : ±³´ëÀ§Ä¡ ź¼º¿¬°á¿ä¼ÒÀÇ °¼º
Pier : Kx, Ky, Kz : ±³°¢À§Ä¡ ź¼º¿¬°á¿ä¼ÒÀÇ °¼º
: ź¼º¿¬°á¿ä¼ÒÀÇ °¼ºÀ» °¢ ±³°¢/±³´ëº°·Î ÀÔ·ÂÇÕ´Ï´Ù.
Elastic Link Length : ź¼º¿¬°á¿ä¼ÒÀÇ ±æÀ̸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Fixed Support : °íÁ¤´ÜÀÇ À§Ä¡
Direction : ¹ÞħÀÇ °¡µ¿¹æÇâ
Tangential : Á¢¼±¹æÇâ
in accordance to Fixed Support : °íÁ¤¹Þħ ¹æÇâ
R.C. Slab Bridge Wizard Transverse ´ëÈ»óÀÚ
Transverse ÅÇ
±³·®ÀÇ ¹æÈ£º®, Áߺдë, º¸µµ µîÀ» Ⱦ¹æÇâ Çü½ÄÀ» Á¤ÀÇÇÕ´Ï´Ù.
Type : Ⱦ¹æÇ⠴ܸé ŸÀÔ
Type |
ÁÂÃø |
¿ìÃø |
¹æÈ£º® |
¹æÈ£º® | |
¹æÈ£º® |
Á߾Ӻи®´ë | |
Á߾Ӻи®´ë |
¹æÈ£º® | |
¹æÈ£º® |
Á߾Ӻи®´ë ¾ø´Â °æ¿ì | |
Á߾Ӻи®´ë ¾ø´Â °æ¿ì |
¹æÈ£º® |
Size of Plate Element : ÀÚµ¿»ý¼ºµÇ´Â ÆÇ¿ä¼ÒÀÇ È¾¹æÇâ ÃÖ´ë Ä¡¼ö
b1, b2, ~, D, n : ¾È³»±×¸²À» ÂüÁ¶ÇÏ¿© ½½·¡ºê±³ÀÇ È¾¹æÇâ Á¦¿øÀ» ÀÔ·Â
Supports
±³·® ±³Ãà Á÷°¢¹æÇâÀÇ °íÁ¤´Ü À§Ä¡¸¦ ÁöÁ¤ÇÕ´Ï´Ù.
Fixed Support : °íÁ¤ÁöÁ¡ÀÇ À§Ä¡
R.C. Slab Bridge Wizard Loads ´ëÈ»óÀÚ
Loads ÅÇ
RC ½½·¡ºê±³ Çؼ®¿¡ ÇÊ¿äÇÑ ÇÏÁßÁ¶°Ç°ú ÇÏÁß°ªÀ» ÀÔ·ÂÇÕ´Ï´Ù. ÀÚµ¿»ý¼ºµÈ ¸ðµ¨¿¡¼´Â ÇÏÁßÁ¶°Ç ¹× ÇÏÁßÁ¶ÇÕÀÌ ÀÚµ¿À¸·Î »ý¼ºµË´Ï´Ù.
Load Combinations
Factored : ±ØÇÑÇÏÁß °ËÅ並 À§ÇÑ °è¼öÇÏÁß Á¶ÇÕÁ¶°ÇÀ» ÀÚµ¿»ý¼ºÇÕ´Ï´Ù.
Unfactored : »ç¿ë¼º °ËÅ並 À§ÇÑ »ç¿ëÇÏÁß Á¶ÇÕÁ¶°ÇÀ» ÀÚµ¿»ý¼ºÇÕ´Ï´Ù.
Note
V 6.1.0¿¡´Â "KRTA-BRG2K, AASHTo-Std2K, AASHTo-LRFD02, IRC : 6-2000,
Tiwan"¿¡ ´ëÇÑ Loads¸¦ ÁöÁ¤ÇÒ ¼ö ÀÖÀ¸¸ç °¢ ±¹ÀÇ code¿¡ µû¶ó ¼±Åà optionµéÀÌ È°¼ºÈµË´Ï´Ù.
: °¢ ±¹ÀÇ À̵¿ÇÏÁß¿¡ ´ëÇÑ code¸¦ ¼±ÅÃÇÒ ¼ö ÀÖ½À´Ï´Ù.
Self Weight : ½½·¡ºê ÀÚÁß
Pavement : Æ÷ÀåÇÏÁß(¾Ð·ÂÇÏÁß)
Thickness : Æ÷Àå Àç·áÀÇ µÎ²²
Weight Density : Æ÷ÀåÀçÀÇ ´ÜÀ§ üÀû´ç Áß·®
Barrier : ¹æÈ£º® ÇÏÁß(¾Ð·ÂÇÏÁß)
Self Weight : ´ÜÀ§±æÀÌ´ç ¹æÈ£º® ÀÚÁß
Additional Load : ¹æÀ½º®, ³°£ µî¿¡ ÀÇÇØ ¹æÈ£º®ÀÌ Ãß°¡µÇ´Â ÇÏÁß
Note
´ÜÀ§±æÀÌ´ç ÇÏÁßÀ¸·Î ÀÔ·ÂµÈ ¹æÈ£º®°ú Á߾Ӻи®´ëÀÇ ÇÏÁßÀº Transverse¿¡¼ ÀÔ·ÂÇÑ ¹æÈ£º®°ú Á߾Ӻи®´ëÀÇ ÆøÀ» °í·ÁÇÏ¿© ¾Ð·ÂÇÏÁßÀ¸·Î
Àû¿ëµÈ´Ù.
Median Strip : Áߺдë ÇÏÁß(¾Ð·ÂÇÏÁß)
Side Walk : º¸µµ ÇÏÁß
Thickness : º¸µµÀÇ µÎ²²
Self Weight : ´ÜÀ§¸éÀû´ç º¸µµÀÇ ÀÚÁß
Crowd Load : ±ºÁßÇÏÁß
Live Load : ±³·®ÀÇ È°ÇÏÁß
Grade of Bridge : ±³·®ÀÇ DB, DL ÇÏÁßµî±Þ
1st : 1µî±³ (DB-24, DL-24)
2nd : 2µî±³ (DB-18, DL-18)
3rd : 3µî±³ (DB-13.5, DL-13.5)
Eccentricity : È°ÇÏÁß ÆíÃø ÀçÇϽÃÀÇ ±âÁØÃø
Settlement : ħÇÏ·®
Note
ÁöÁ¡Ä§ÇÏ·®À» ÀÔ·ÂÇϸé ÁöÁöºÎÀÇ À§Ä¡º°·Î ÀÚµ¿»ý¼ºµÈ ÁöÁ¡ ħÇÏ ±×·ì¿¡ ´ëÇÏ¿© "ÁöÁ¡ ħÇϸ¦ ÀÚµ¿°í·ÁÇÑ Çؼ®±â´É"ÀÌ
Àû¿ëµÈ´Ù.
Temperature : ½½·¡ºê »óÇϸéÀÇ ¿ÂµµÂ÷ ÇÏÁßÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Wind Load : ±³·®°ú ¹æÀ½º®¿¡ ÀÛ¿ëÇϴ dzÇÏÁß
W : ¹æÀ½º®¿¡ ÀÛ¿ëÇϴ dzÇÏÁßÀ» ¼öÆò·Â ÇüÅ·ΠÀÔ·ÂÇÕ´Ï´Ù.
T : ¹æÀ½º®¿¡ ÀÛ¿ëÇϴ dzÇÏÁß¿¡ ÀÇÇÑ ¸ð¸àÆ®¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
R.C. Slab Bridge Wizard¿¡¼ *.wzd ÆÄÀÏ·Î ÀúÀåÇÑ µ¥ÀÌÅ͸¦ ºÒ·¯ µéÀÌ´Â ±â´ÉÀÔ´Ï´Ù. ÀÌ ±â´ÉÀ» ÀÌ¿ëÇϸé midas Civil À» ´Ù½Ã ½ÇÇàÇÑ ÈÄ, Wizard ³»¿¡¼ ±âÁ¸ÀÇ ÀÔ·ÂÇÑ µ¥ÀÌÅÍ ¼öÁ¤ ¹× È®ÀÎÇÒ ¼ö ÀÖ½À´Ï´Ù.
R.C. Slab Bridge Wizard¿¡¼ ÀÔ·ÂÇÑ µ¥ÀÌÅ͸¦ *.wzd ÆÄÀÏ·Î ÀúÀåÇÏ´Â ±â´ÉÀÔ´Ï´Ù.