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  • 7/28/2019 eqaliser

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    Forces in Winding mandral

    1 Winding force

    1.1 Maximum winding tension: N 1.5

    Distance betwn bobin support to Tension force mm 14 Aprox

    Bobin support distance mm 5.68

    Maximum moment load Nmm 21

    Maximum load at clamp bottom N 3.697183Factor for dynamic effect (Factor 2) N 7.394366

    Safy factored load (Factor 2) N 14.78873

    2 Wire cutting force

    Wire dia mm 0.15

    Strength N/mm2 297

    Cutting load N 5.245763

    Dynamic force ( factor 2) N 10.49153

    Safty factor (factor 2) N 20.98305

    Moment distance mm 15.8

    Moment Nmm 331.5322

    Support distance mm 15.49Load on clamp N 21.40298

    3 Maximum Load Cutting load

    Angle Deg 84

    Cos 84 deg 0.1045

    Sin 84 deg 0.9945

    Horizontal load 2.236612

    Load on Pin 21.28527

    Load due to Wedge action

    Wedge angle Deg 15

    Cos 15 deg 0.9659

    Sin 15 deg 0.2588

    Normal reaction 5.539092

    Coeficient of friction 0.1

    Load 0.553909

    0.573464

    Total load 2.810076

    Leaver moment

    Distance mm 16.8

    Moment Nmm 47.20928

    Return spring load N 10

    DistancePivote to load mm 16.8

    Pivote to return spring mm 6.5

    Pivote to return support mm 6.5

    Total Anti clock moment Nmm 112.2093

    Load at support N 17.26297

    Two side load N 34.52593

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    Load on planger N 29.89946

    Required spring load N 30

    Frictional loss N 33.33333

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    Spring design Spring design

    Doil OD Do mm 15.5 Doil OD Do mm

    Axial load P1 N 50 Axial load P1 N

    Axial load P2 N 70 Axial load P2 N

    Length L1 mm 45 Length L1 mm

    Length L2 mm 40 Length L2 mm

    Spring rate Q n/mm 4 Spring rate Q n/mmFree length of active coils Lfa mm 57.5 Free length of active coil Lfa mm

    Coil pitch p mm 3.536789 Coil pitch p mm

    Free length Total coils Lf 61.5 Free length Total coils Lf

    Moduls of rigidity G N/mm2 80000 Moduls of rigidity G N/mm2

    Diflection Y mm 12.5 Diflection Y mm

    Coil mean dia D mm 13.5 Coil mean dia D mm

    Spring index C 6.75 Spring index C

    Wire dia d mm 2 Wire dia d mm

    No active torns na Nos. 16.25768 No active torns n Nos.

    Total No. of turns n Nos. 18.25768 Total No. of turns n Nos.

    Whole correction factor Ws 1.221546 Whole correction factor Ws

    Solid Height Ls mm 36.51537 Solid Height Ls mmSolid diflection Ys mm 24.98463 Solid diflection Ys mm

    Solid load N mm 99.93853 Solid load N mm

    Wire strength N/mm2 1450 Wire strength N/mm2

    Stress S N/mm2 524.5968 Stress S N/mm2

    Spring design Spring design

    coil OD Do mm coil OD Do mm

    Coil ID Di mm 11.5 Coil ID Di mm

    Wire dia d mm 2 Wire dia d mm

    Coil mean dia D mm 13.5 Coil mean dia D mm

    Free length Lf mm 64 Free length Lf mm

    No active torns na Nos. 16 No active torns na Nos.

    Total No. of turns n Nos. 18 Total No. of turns n Nos.

    Length L1 mm 40 Length L1 mm

    Length L2 mm 45 Length L2 mm

    Diflection Y1 mm 24 Diflection Y1 mm

    Diflection Y2 mm 19 Diflection Y2 mm

    Solid difflection Ys 28 Solid difflection Ys

    Moduls of rigidity G N/mm2 80000 Moduls of rigidity G N/mm2

    Spring rate Q n/mm 4.064421 Spring rate Q n/mm

    Spring index C 6.75 Spring index C

    Whole correction factor Ws 1.221546 Whole correction factor Ws

    Solid diff. load Ps N 113.8038 Solid diff. load Ps N

    Load at Y1 P1 N 97.54611 Load at Y1 P1 NLoad at Y2 P2 N 77.224 Ok Load at Y2 P2 N

    Solid Height Ls mm 36 Ok Solid Height Ls mm

    Stress (solid diff.) Ss N/mm2 597.3782 Ok Stress (solid diff.) Ss N/mm2

    Load

    L1.

    L2

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    5

    8

    10

    13.798

    12.121

    1.19260620.506

    1.607426

    22.306

    80000

    6.708

    4.4

    7.333333

    0.6

    12.75704

    14.75704

    1.202285

    9.45422611.05177

    13.18041

    1450

    822.0046

    5

    3.8

    0.6

    4.4

    22.5

    13

    16

    12.98

    11.329

    9.52

    11.171

    12.9

    80000

    1.170317

    7.333333

    1.202285

    15.09709

    11.14142 Ok13.07361 Ok

    9.6 Ok

    941.5398 Ok