Load Combinaton  

 

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  ÁöÁøÇÏÁßÀÌ Æ÷ÇÔµÈ ±Ø´ÜÇÏÁß»óÅÂÀÇ ÇÏÁßÁ¶ÇÕÀ» ÀÚµ¿À¸·Î »ý¼ºÇÒ ¼ö ÀÖ½À´Ï´Ù.

  Seismic ÅÇ¿¡¼­ Á¤ÀÇµÈ ÇÏÁßÁ¶ÇÕÀº ³»Áø¼º´É ¼³°è ¹× Æò°¡¿¡ ¼³°è ´Ü¸é·ÂÀÌ ¿¬µ¿µÇ°Ô µË´Ï´Ù.

 

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¸ÞÀθ޴º¿¡¼­ [Seismic Perfrom.]ÅÇ > [Misc.]

 

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   Evaluation Group ´ëÈ­»óÀÚ

Auto Generation

Method  : KSCE-USD10/KSCE-LSD15 ±âÁØ¿¡ ÀÇÇÑ ÇÏÁßÁ¶ÇÕÀ» Á¦°øÇÕ´Ï´Ù.

Define Load and Factors for Gravity Load : ±âÁØ¿¡ µû¸¥ °íÁ¤ÇÏÁßÁ¶ÇÕÀ» ¼±ÅÃÇÕ´Ï´Ù.

 Automatic Generation of Load Combination ´ëÈ­»óÀÚ

 

Effective Load

  Á¤ÀÇµÈ À̵¿ÇÏÁßÀ» Ãß°¡ÇÕ´Ï´Ù. Load Factor´Â ±âÁØ¿¡¼­ Á¦½ÃÇÏ´Â 50%ÀÌ¸ç »ç¿ëÀÚ ÆÇ´Ü ÇÏ¿¡ ¼öÁ¤ °¡´ÉÇÕ´Ï´Ù.

Consider Orthogonal Effect(100:30 Rule)

 ±âÁØ¿¡¼­ Á¦½ÃÇÏ´Â ÁöÁø·Â Á¶ÇÕÀ» °í·ÁÇÒ ¼ö ÀÖ½À´Ï´Ù.

ÁöÁø·Â ¹æÇâÀº ±³Ãà/±³ÃàÁ÷°¢/¿¬Á÷À¸·Î ±¸ºÐµË´Ï´Ù.

ÁöÁø·ÂÀÇ ¹æÇâÀ» °í·ÁÇÏ´Â Both(+,-)¿Í Comb. Only(+)¸¦ Á¦°øÇÕ´Ï´Ù.

Set Load Cases for Orthogonal Effect ´ëÈ­»óÀÚ