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No | °ÀǸí | °ÀÇ¿µ»ó | °Àǽð£ | ÷ºÎÆÄÀÏ |
---|---|---|---|---|
0° | O.T | 16ºÐ | ÷ºÎÆÄÀÏ | |
1° | [1-1] SFD & BMD - ƯÀÌÇÑ ¸ð¾çÀÇ ºö (1) | °íÈÁú | 42ºÐ | |
2° | [1-2] SFD & BMD - ƯÀÌÇÑ ¸ð¾çÀÇ ºö (2) | 49ºÐ | ||
3° | [2-1] SFD & BMD - ƯÀÌÇÑ ³»¿ëÀ» ¹°¾îº¸´Â ¹®Á¦ | 55ºÐ | ||
4° | [2-2] Mohr's Circle (1) | 41ºÐ | ||
5° | [3-1] Mohr's Circle (2) | 41ºÐ | ||
6° | [4-1] Vessel Problem (1) | 42ºÐ | ||
7° | [4-2] Vessel Problem (2) | 44ºÐ | ||
8° | [5-1] Transformation Eguation for Plane Strain (1) | 47ºÐ | ||
9° | [5-2] Transformation Eguation for Plane Strain (2) | 42ºÐ | ||
10° | [6-1] Transformation Eguation for Plane Strain (3) | 44ºÐ | ||
11° | [6-2] Normal Stress and Shear stress in beam | 47ºÐ | ||
12° | [7-1] Composite Beams (1) | 48ºÐ | ||
13° | [7-2] Composite Beams (2) | 48ºÐ | ||
14° | [8-1] Angle and Deflection curve in Beams (1) | 40ºÐ | ||
15° | [8-2] Angle and Deflection curve in Beams (2) | 42ºÐ |