>> P.309
3-15응용계산예예1사용리니어웨이.......................ME25C2R640H워크질량...................................m2=10kg기본동정격하중.......................C=18100N워크중심위치.........................X3=75mm기본정정격하중.......................C0=21100N......................Y3=80mm부하하중....................................FX1=1000N......................Z3=68mm....................................FY1=2000N분당왕복횟수..........................n1=5min-1....................................FZ1=1000N스트로크길이..........................S=100mm부하위치....................................X1=60mm슬라이드유닛간거리.............ℓ=100mm....................................Y1=50mm트랙레일간거리.....................L=150mm....................................Z1=83mm구동위치....................................Yd=150mm테이블질량...............................m1=10kg....................................Zd=10mm테이블중심위치.....................X2=0mm..................Y2=0mm..................Z2=43mm0YZZℓℓℓ/2/2X0m2g테이블중심위치(X2,Y2,Z2)부하위치(X1,Y1,Z1)구동위치(Yd,Zd)워크중심위치(X3,Y3,Z3)FZFZL/2L/2LFYFXm1gm1gm2g유닛1,3유닛1,2유닛2,4유닛3,4
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