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BA A = turning point B = position of 3 rd wheel/trace, mid way along beam C= possible counterweight position, above 3 rd wheel/trace C 0.87m Beams 0.9t.

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Presentation on theme: "BA A = turning point B = position of 3 rd wheel/trace, mid way along beam C= possible counterweight position, above 3 rd wheel/trace C 0.87m Beams 0.9t."— Presentation transcript:

1 BA A = turning point B = position of 3 rd wheel/trace, mid way along beam C= possible counterweight position, above 3 rd wheel/trace C 0.87m Beams 0.9t (left of pivot 0.31t right of pivot 0.6t) Plate+ brackets 0.45t Dee4 1.8t 2.55m 1.68m

2 Calculations for moments on H4 turntable with Dee4 ================================================== Dee4 moment = 2.8 m-tonnes beams on right moment = m-tonnes Dee4 table on right moment = 0.63 m-tonnes Long beam (B) on left moment = m-tonnes Cross pieces to (B) on left moment = m-tonnes SM support on left moment = m-tonnes 2 diagonal beams on left moment = m-tonnes 2 vertical beams on left moment = m-tonnes Right m-tonnes Left m-tonnes Difference m-tonnes on right Compensating weight on blue frame at (B) at 1.65m tonnes

3 Inputs for calculations for moments on H4 turntable with Dee4 ================================================== macro moments * H4 turntable moments *Right of fulcrum A *=================== * Dee4 moment from fulcrum A at vertical screws * 2t load at 1.4m m1=1.4*2 message 'Dee4 moment = '//[m1]//' m-tonnes' *beams on right of fulcrum A *0.6t at average of 1.68/2 = 0.84m from fulcrum A m2=0.6*0.84 message 'beams on right moment = '//[m2]//' m-tonnes' *Dee4 table on right of fulcrum A *0.45t at average of 1.4m from fulcrum A m3=0.45*1.4 message 'Dee4 table on right moment = '//[m3]//' m-tonnes'

4 *Left of fulcrum A *=================== *Long beam at B, 0.23t at 1.65m from fulcrum A m4=0.23*1.65 message 'Long beam (B) on left moment = '//[m4]//' m-tonnes' *Cross pieces to (B) 0.204t at 0.825m m5=0.204*0.825 message 'Cross pieces to (B) on left moment = '//[m5]//' m-tonnes *SM support table 0.334t (334kg) underframe, 0.4t top frame? at 865/2cm = 0.432m m6=0.734*0.432 message 'SM support on left moment = '//[m6]//' m-tonnes' *Diagonal beams, each tonnes at = 1.238m m7=0.058*2*1.238 message '2 diagonal beams on left moment = '//[m7]//' m-tonnes' *Vertical beams, each tonnes at 1.65m m8=0.061*2*1.65 message '2 vertical beams on left moment = '//[m8]//' m-tonnes'

5 *Totals *====== r=[m1]+[m2]+[m3] l=[m4]+[m5]+[m6]+[m7]+[m8] message 'Right '//[r]//' m-tonnes' message 'Left '//[l]//' m-tonnes' diff=[r]-[l] message 'Difference '//[diff]//' m-tonnes on right' * get balancing needed weight * X tonnes * 1.65m = [diff] * X tonnes = [diff]/1.65 X=[diff]/1.65 Message 'Compensating weight on blue frame at (B) at 1.65m '//[X]//' tonnes'


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