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1115317
¡à ±Þ°æ»ç¼ö·ÎÀÇ Á¾´ÜºÎ ÃÖ¼Ò°î·ü¹Ý°æ[1]
pleiades
2024-11-16
32
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1115314
¡à ´ÜÀ§º¯È¯(unit conversion), °æ»ç(slope) 1:n ¡æ ÆÛ¼¾Æ®(%) °æ»ç·Î º¯È¯[0]
È¥¼úÈ¥¹ä
2024-01-19
1049
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1115313
¡à ´ÜÀ§º¯È¯(unit conversion), °æ»ç(slope) 1:n ¡æ °¢µµ(deg) ·Î º¯È¯[0]
È¥¼úÈ¥¹ä
2024-01-18
916
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1115309
¡à Clark ´ÜÀ§µµÀÇ Àú·ù»ó¼ö(K) »êÁ¤½Ä, ¼°æ´ë °ø½Ä[0]
rainman
2023-08-31
1588
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1115308
¡à Clark ´ÜÀ§µµÀÇ µµ´Þ½Ã°£(Tc) »êÁ¤½Ä, ¼°æ´ë °ø½Ä[0]
rainman
2023-08-31
1782
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1115290
¢Ç ´ýÇÁÆ®·°ÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-16
1886
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1115289
¢Ç ¸ðÅÍ ±×·¹ÀÌ´õÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-16
1168
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1115288
¡à ¸ðÅÍ ½ºÅ©·¹ÀÌÆÛÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-16
839
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1115285
¢Ç Simple beam, distributed load, reaction force, shear force, bending moment[0]
milinae
2023-07-15
961
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1115284
¢Ç Simple beam, 3 concentrated loads, reaction force, shear force, bending moment[0]
milinae
2023-07-15
1065
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1115283
¢Ç Simple beam, concentrated load, reaction force, shear force, bending moment[0]
milinae
2023-07-15
774
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1115282
¡à Æ®·£Ã³ÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-14
833
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1115281
¡à ¸®ÆÛ(À¯¾Ð½Ä)ÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-14
838
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1115279
¢Ç Simple beam, reaction force by bending moment[0]
tikitaka
2023-07-14
768
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1115278
¢Ç Reaction forces and moment of simple beam, triangular distributed load[0]
pmsix
2023-07-14
717
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1115271
¡à ·Î´õÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-12
930
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1115270
¡à ±¼»è±âÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-12
1000
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1115269
¡à ºÒµµÀúÀÇ ½Ã°£´ç ÀÛ¾÷·®[0]
¿ì°øÀÌ»ê
2023-07-12
906
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1115268
¡à ºÒµµÀúÀÇ ½ÎÀÌŬ ½Ã°£[0]
¿ì°øÀÌ»ê
2023-07-12
866
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1115235
¡à Maximum bending stress - rectangular cross section[0]
doturak
2023-07-05
695
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