B A

A = turning pointB = position of 3rd wheel/trace, mid way along beamC= possible counterweight position, above 3rd wheel/trace

C

0.87m

Beams 0.9t(left of pivot 0.31tright of pivot 0.6t)

Plate+ brackets 0.45tDee4 1.8t

2.55m

1.68m

Calculations for moments on H4 turntable with Dee4 ==================================================

Dee4 moment = 2.8 m-tonnes beams on right moment = 0.504 m-tonnes Dee4 table on right moment = 0.63 m-tonnes

Long beam (B) on left moment = 0.3795 m-tonnes Cross pieces to (B) on left moment = 0.1683 m-tonnes SM support on left moment = 0.317088 m-tonnes 2 diagonal beams on left moment = 0.143608 m-tonnes 2 vertical beams on left moment = 0.2013 m-tonnes

Right 3.934 m-tonnes Left 1.2098 m-tonnes Difference 2.7242 m-tonnes on right

Compensating weight on blue frame at (B) at 1.65m 1.651 tonnes

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 1.4mm1=1.4*2message 'Dee4 moment = '//[m1]//' m-tonnes'

*beams on right of fulcrum A*0.6t at average of 1.68/2 = 0.84m from fulcrum Am2=0.6*0.84message 'beams on right moment = '//[m2]//' m-tonnes'

*Dee4 table on right of fulcrum A*0.45t at average of 1.4m from fulcrum Am3=0.45*1.4message 'Dee4 table on right moment = '//[m3]//' m-tonnes'

*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*0.825message '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*0.432message 'SM support on left moment = '//[m6]//' m-tonnes' *Diagonal beams, each 0.058 tonnes at 0.825+0.413 = 1.238mm7=0.058*2*1.238message '2 diagonal beams on left moment = '//[m7]//' m-tonnes'

*Vertical beams, each 0.061 tonnes at 1.65mm8=0.061*2*1.65 message '2 vertical beams on left moment = '//[m8]//' m-tonnes'

*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]/1.65X=[diff]/1.65

Message 'Compensating weight on blue frame at (B) at 1.65m '//[X]//' tonnes'