general calculations (autosaved)

8/13/2019 General Calculations (Autosaved)

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Sheet1

b 50.00 Base Length

h 100.00 Hieght

Area of triangle 2500

Three side known

a 50.00 side 1b 30.00 side 2

c 40.00 side 3

Semi-Perimeter S= 60.00

Area of triangle 1,897.37

ELLIPSE

a 50.00 Major axis

b 80.00 Minor axis

h 6,000.00 Hieght

l 100.00 base Length of segmend 25.00 vertical hieght of segme

A 45.00 angle

Perimeter of Ellipse

Area of Ellipse

Volume of Elliptical Cylinder

Area of Ellipse Sector

Surface area of Ellipical cylinder

Area of Parabolic Segment

CONE

r 8.00 radius

h 402.00 Hieght

LSA 10,105.36

Volume of cone 26,942.30

PYRAMID

a 6.11 length

h 100.00 hieght

area of base 37.31

Volume of Pyramid 1243.731324

SPHERE

r 6.11 radius

Surface Area 468.88

Volume 954.69

SPHERICAL SEGMENT

r 6.11 radius of sphere

h 2.00 hieght of the segment

a 4.52 half of the chord length



Sheet1

Area of zone 173.4898615

Volume 68.38

Volume 68.38

FRUSTRUMSr 6.11 radius of bottam

R 15.00 radius of top

h 20.00 hieght

circularr base

Area 1 234.44

Area 1 1,413.72

Area of frustrum 1,451.44

volume 14825.68633

a1 6.11 length of bottam side A2 15.00 length of top side

h 20.00 hieght

square base

Area 1 37.31

Area 1 225.00

volume 2359.581265

Rhombus

D1 6.11 Diagonal of the Rhomb

D2 20.00 Diagonal of the Rhomb

Area 61.0835

SPIRAL STARE CASE CALCULATION

D 1,000.00 Diameter of stair case

R 2.00 No of Revelution requir

Hieght of the stair 1,767.77

Length of rail 5,232.59

1 cent= 40.4592 m2

1 cent= 435.5 ft2

1 Degree = Pi()/180 Radian.

Density of Glass 2.4 - 2.8 g/cm3

Density of Aluminium 2.6 g/cm3

Density of Steel = 7.85 g/cm3

Density of duplex Steel = 7.8 to 8.24 g/cm3



Sheet1

Density of Brass = 8.4 to 8.75 g/cm3

Density of Bronze = 7.4 to 8.9 g/cm3

Density of Copper = 8.96 g/cm3

Density of Zinc = 7.13 g/cm3

Density of Gold = 19.32 g/cm3

Density of silver = 10.49 g/cm3

staircase

STEP

Thread 0.35

Raiser 0.18

Angle 25 to 30

hy 3.00

No of step 7.46

Slope Angle 29.46640089

Hieght 1.48

Adjecent side 2.61

Hypotenuse 3

Stainless Steel grade

EN

304 1.4301

304L 1.4307

316 1.4401

316L 1.4404

2205 Duplex 1.4462

Standard sheet & Plate size

SS Sheet

0.8x1220x2440

1x1220x2440

1.2x1220x2440

1.5x1220x2440

2x1220x2440

3x1220x2440

4x1220x2440

SS Plate



Sheet1

5x1220x2440

6x1220x2440

8x1220x2440

10x1220x2440

12x1220x2440

14x1220x2440

15x1220x244016x1220x2440

18x1220x2440

20x1220x2440

22x1220x2440

24x1220x2440

25x1220x2440

26x1220x2440

28x1220x2440

30x1220x2440

35x1220x2440

Steel

G.I Sheet

1.2x1220x2440

1.5x1220x2440

2x1220x2440

3x1220x2440

4x1220x2440

Steel & Aluminium Sheet & Plate

1.8x1220x2440

2.8x1220x2440

3.8x1220x2440

4.8x1220x2440

5.8x1220x2440

7.8x1220x2440

9.8x1220x2440

11.8x1220x2440

13.8x1220x2440

14.8x1220x2440

15.8x1220x2440

17.8x1220x2440

19.8x1220x2440

ASTM Standard (American Standard for Testing and Materials)



Sheet1

ASTM 554 SS Hollow sections

ASTM A312 Seamless Pipe

ASTM A240 SS Plate

ASTM A484 SS Angle Bar

ASTM A554 SS Welded Round Pipe

ASTM A312 Welded Pipe

ASTM A276 Hot Rolled, Annealed and Pickled Angle Bar



Sheet1

A= TAN(-){Z/H} = 4.000 4.000

r = Y/Sin A = 358.373 358.373

R = r + L = 1075.119 1075.119

B = (X/R)x360 = 25.113 25.113

f triangle

mm

mm

mm2mm2

mm2

mm3

kg

kg

mm2

mm

mm

mm

mm2 2.9768 m2

mm3 0.0179 m3

kgs

LOPMENT



Sheet1

mm

mm

mm2 0.0007 m2

mm2

mm3 0.0014 m3

kgs

mm

mm

mm2

mm2

mm3

mm3

kgs

kgs

kgs

kgs

0.866025404

mm2

mm2



Sheet1

mm2

mm3

mm3

mm2

mm2

mm3

mm2

mm2

mm3

s

s

mm2

d

mm 6.360754672

mm



Sheet1

m (standard)

m (standard)

Degree common

Nos

Degree

m

m

m



Sheet2

DIP STICK CALCULATION

INPUT

INTERNAL DIA 1000 W1 369.92

LENGTH = 3000 W2 61.654

THICKNESS 5

RADIUS 500 WT OF THE TANK= 539.470 Kgs (Approx)

ANGLE a1 a2 AREA VOL.IN M3 H IN MM VOL IN LITRE VOL IN GAL

1 2181.7 2181.6 0.1 0.0000003347 0.0 0.000 0.000

2 4363.3 4362.4 0.9 0.0000026944 0.1 0.003 0.001

3 6545.0 6542.0 3.0 0.0000090291 0.2 0.009 0.002

4 8726.6 8719.6 7.1 0.0000212888 0.3 0.021 0.006

5 10908.3 10894.5 13.9 0.0000415735 0.5 0.042 0.011

6 13090.0 13066.1 23.9 0.0000717582 0.7 0.072 0.019

7 15271.6 15233.7 38.0 0.0001139429 0.9 0.114 0.030

8 17453.3 17396.6 56.7 0.0001699651 1.2 0.170 0.045

9 19635.0 19554.3 80.7 0.0002421123 1.5 0.242 0.064

10 21816.6 21706.0 110.6 0.0003318469 1.9 0.332 0.088

11 23998.3 23851.1 147.2 0.0004415316 2.3 0.442 0.117

12 26179.9 25989.0 191.0 0.0005729663 2.7 0.573 0.15213 28361.6 28118.8 242.9 0.0007285510 3.2 0.729 0.193

14 30543.3 30240.2 303.0 0.0009091107 3.7 0.909 0.241

15 32724.9 32352.3 372.7 0.0011180204 4.3 1.118 0.296

16 34906.6 34454.5 452.1 0.0013562551 4.9 1.356 0.359

17 37088.2 36546.5 541.8 0.0016253898 5.5 1.625 0.430

18 39269.9 38627.0 642.9 0.0019287245 6.2 1.929 0.510

19 41451.6 40696.0 755.6 0.0022667092 6.9 2.267 0.600

20 43633.2 42752.5 880.7 0.0026421939 7.6 2.642 0.699

21 45814.9 44796.0 1018.9 0.0030567536 8.4 3.057 0.809

22 47996.6 46825.8 1170.8 0.0035122633 9.2 3.512 0.929

23 50178.2 48841.3 1337.0 0.0040108980 10.0 4.011 1.061

24 52359.9 50842.1 1517.8 0.0045534077 10.9 4.553 1.205

25 54541.5 52827.3 1714.3 0.0051428674 11.9 5.143 1.361

26 56723.2 54795.0 1928.2 0.0057846021 12.8 5.785 1.53027 58904.9 56748.8 2156.1 0.0064683368 13.8 6.468 1.711

28 61086.5 58683.8 2402.8 0.0072083215 14.9 7.208 1.907

29 63268.2 60600.0 2668.2 0.0080045562 15.9 8.005 2.118

30 65449.8 62500.0 2949.8 0.0088495408 17.0 8.850 2.341

31 67631.5 64379.8 3251.8 0.0097552755 18.2 9.755 2.581

32 69813.2 66239.8 3573.4 0.0107202602 19.4 10.720 2.836

33 71994.8 68079.9 3915.0 0.0117448699 20.6 11.745 3.107

34 74176.5 69899.0 4277.5 0.0128324796 21.8 12.832 3.395

35 76358.2 71697.0 4661.2 0.0139834643 23.1 13.983 3.699

36 78539.8 73473.2 5066.7 0.0151999990 24.5 15.200 4.021

37 80721.5 75226.8 5494.7 0.0164841837 25.8 16.484 4.361

38 82903.1 76957.7 5945.5 0.0178363934 27.2 17.836 4.719

39 85084.8 78665.0 6419.8 0.0192594031 28.7 19.259 5.095

40 87266.5 80348.5 6918.0 0.0207540378 30.2 20.754 5.49041 89448.1 82007.4 7440.7 0.0223222475 31.7 22.322 5.905

42 91629.8 83641.3 7988.5 0.0239656072 33.2 23.966 6.340

43 93811.4 85249.8 8561.7 0.0256850919 34.8 25.685 6.795

44 95993.1 86832.3 9160.9 0.0274825766 36.4 27.483 7.271

45 98174.8 88388.3 9786.5 0.0293595613 38.1 29.360 7.767

46 100356.4 89917.5 10439.0 0.0313168710 39.7 31.317 8.285

47 102538.1 91419.2 11118.9 0.0333566807 41.5 33.357 8.825

48 104719.8 92893.1 11826.7 0.0354799654 43.2 35.480 9.386

49 106901.4 94338.5 12562.9 0.0376887501 45.0 37.689 9.971



Sheet2

108 235619.4 118882.0 116737.4 0.3502123471 206.1 350.212 92.649

109 237801.1 118189.8 119611.4 0.3588340818 209.6 358.834 94.930

110 239982.8 117461.6 122521.2 0.3675635839 213.2 367.564 97.239

111 242164.4 116697.5 125466.9 0.3764008011 216.8 376.401 99.577

112 244346.1 115897.8 128448.3 0.3853450358 220.4 385.345 101.943

113 246527.8 115063.1 131464.7 0.3943939705 224.0 394.394 104.337

114 248709.4 114193.2 134516.2 0.4035487302 227.7 403.549 106.759

115 250891.1 113288.5 137602.6 0.4128078899 231.4 412.808 109.208116 253072.7 112349.3 140723.5 0.4221704746 235.0 422.170 111.685

117 255254.4 111375.8 143878.6 0.4316358093 238.8 431.636 114.189

118 257436.1 110368.4 147067.6 0.4412029190 242.5 441.203 116.720

119 259617.7 109327.5 150290.3 0.4508708287 246.2 450.871 119.278

120 261799.4 108253.2 153546.2 0.4606386384 250.0 460.639 121.862

121 263981.0 107145.9 156835.1 0.4705054481 253.8 470.505 124.472

122 266162.7 106006.0 160156.7 0.4804701328 257.6 480.470 127.108

123 268344.4 104833.8 163510.6 0.4905317175 261.4 490.532 129.770

124 270526.0 103629.7 166896.4 0.5006890772 265.3 500.689 132.457

125 272707.7 102394.0 170313.7 0.5109410869 269.1 510.941 135.169

126 274889.4 101127.1 173762.3 0.5212867716 273.0 521.287 137.906

127 277071.0 99829.4 177241.6 0.5317247813 276.9 531.725 140.668

128 279252.7 98501.3 180751.4 0.5422540660 280.8 542.254 143.453

129 281434.3 97143.0 184291.3 0.5528740257 284.7 552.874 146.263

130 283616.0 95755.6 187860.5 0.5635813603 288.7 563.581 149.095

131 285797.7 94337.5 191460.2 0.5743804950 292.7 574.380 151.952

132 287979.3 92892.5 195086.8 0.5852604797 296.6 585.260 154.831

133 290161.0 91419.0 198742.0 0.5962259644 300.6 596.226 157.732

134 292342.6 89917.3 202425.4 0.6072761991 304.6 607.276 160.655

135 294524.3 88388.3 206136.1 0.6184081838 308.7 618.408 163.600

136 296706.0 86832.3 209873.7 0.6296211685 312.7 629.621 166.566

137 298887.6 85247.5 213640.1 0.6409204032 316.7 640.920 169.555

138 301069.3 83641.3 217428.0 0.6522841379 320.8 652.284 172.562

139 303251.0 82005.0 221246.0 0.6637378726 324.9 663.738 175.592

140 305432.6 80348.5 225084.2 0.6752525073 329.0 675.253 178.638

141 307614.3 78665.0 228949.3 0.6868478420 333.1 686.848 181.706

142 309795.9 76957.7 232838.3 0.6985148017 337.2 698.515 184.792

143 311977.6 75226.8 236750.9 0.7102525614 341.3 710.253 187.897

144 314159.3 73473.2 240686.1 0.7220583461 345.5 722.058 191.021

145 316340.9 71697.0 244643.9 0.7339317808 349.6 733.932 194.162

146 318522.6 69899.1 248623.5 0.7458704655 353.8 745.870 197.320

147 320704.3 68079.9 252624.4 0.7578731252 358.0 757.873 200.495

148 322885.9 66239.9 256646.0 0.7699380349 362.2 769.938 203.687

149 325067.6 64379.8 260687.8 0.7820634696 366.4 782.063 206.895

150 327249.2 62500.0 264749.2 0.7942477042 370.6 794.248 210.118

151 329430.9 60601.0 268829.9 0.8064896889 374.8 806.490 213.357

152 331612.6 58683.8 272928.8 0.8187864236 379.0 818.786 216.610

153 333794.2 56748.8 277045.4 0.8311362583 383.3 831.136 219.877

154 335975.9 54796.4 281179.5 0.8435385180 387.5 843.539 223.158

155 338157.5 52827.3 285330.3 0.8559908777 391.8 855.991 226.452

156 340339.2 50842.1 289497.1 0.8684913874 396.0 868.491 229.759157 342520.9 48841.4 293679.5 0.8810384721 400.3 881.038 233.079

158 344702.5 46825.8 297876.8 0.8936303318 404.6 893.630 236.410

159 346884.2 44796.0 302088.2 0.9062646415 408.9 906.265 239.752

160 349065.9 42752.5 306313.4 0.9189400512 413.2 918.940 243.106

161 351247.5 40696.0 310551.5 0.9316545359 417.5 931.655 246.469

162 353429.2 38627.0 314802.2 0.9444065206 421.8 944.407 249.843

163 355610.8 36546.3 319064.6 0.9571937553 426.1 957.194 253.226

164 357792.5 34454.7 323337.8 0.9700135400 430.4 970.014 256.617

165 359974.2 32352.3 327621.9 0.9828657247 434.7 982.866 260.017



Sheet2

282 737496.8 2.2124904190 888.6 2212.490 585.314

283 739206.5 2.2176194037 891.3 2217.619 586.671

284 740878.8 2.2226364884 894.0 2222.636 587.998

285 742514.3 2.2275427981 896.7 2227.543 589.296

286 744112.9 2.2323387078 899.3 2232.339 590.565

287 745674.9 2.2370245925 901.9 2237.025 591.805

288 747200.6 2.2416017272 904.5 2241.602 593.016

289 748689.9 2.2460698118 907.1 2246.070 594.198290 750143.3 2.2504300465 909.6 2250.430 595.351

291 751561.1 2.2546831812 912.1 2254.683 596.476

292 752943.1 2.2588294409 914.5 2258.829 597.573

293 754289.9 2.2628698006 916.9 2262.870 598.642

294 755601.7 2.2668050103 919.3 2266.805 599.683

295 756878.6 2.2706358200 921.7 2270.636 600.697

296 758121.1 2.2743632047 924.0 2274.363 601.683

297 759329.3 2.2779878394 926.3 2277.988 602.642

298 760503.4 2.2815101741 928.6 2281.510 603.574

299 761644.3 2.2849327588 930.8 2284.933 604.479

300 762751.5 2.2882543935 933.0 2288.254 605.358

301 763825.1 2.2914753782 935.2 2291.475 606.210

302 764867.8 2.2946033629 937.3 2294.603 607.037

303 765877.2 2.2976317476 939.4 2297.632 607.838

304 766854.6 2.3005638323 941.5 2300.564 608.614

305 767800.8 2.3034023170 943.5 2303.402 609.365

306 768715.4 2.3061463017 945.5 2306.146 610.091

307 769599.5 2.3087985614 947.5 2308.799 610.793

308 770453.0 2.3113590211 949.4 2311.359 611.470

309 771276.4 2.3138292557 951.3 2313.829 612.124

310 772070.6 2.3162118904 953.2 2316.212 612.754

311 772835.2 2.3185057251 955.0 2318.506 613.361

312 773571.5 2.3207145098 956.8 2320.715 613.945

313 774279.3 2.3228377945 958.5 2322.838 614.507

314 774959.2 2.3248776042 960.3 2324.878 615.046

315 775611.6 2.3268349139 961.9 2326.835 615.564

316 776237.3 2.3287118986 963.6 2328.712 616.061

317 776836.5 2.3305093833 965.2 2330.509 616.536

318 777409.6 2.3322288680 966.8 2332.229 616.991

319 777957.4 2.3338722277 968.3 2333.872 617.426

320 778480.1 2.3354404374 969.8 2335.440 617.841

321 778978.4 2.3369350721 971.3 2336.935 618.236

322 779452.7 2.3383580818 972.8 2338.358 618.613

323 779903.4 2.3397102915 974.2 2339.710 618.970

324 780331.5 2.3409944762 975.5 2340.994 619.310

325 780737.0 2.3422110109 976.9 2342.211 619.632

326 781120.7 2.3433619956 978.2 2343.362 619.936

327 781483.2 2.3444496053 979.4 2344.450 620.224

328 781824.7 2.3454742150 980.6 2345.474 620.495

329 782146.4 2.3464391996 981.8 2346.439 620.750

330 782448.3 2.3473449343 983.0 2347.345 620.990331 782730.0 2.3481899190 984.1 2348.190 621.214

332 782995.4 2.3489861537 985.1 2348.986 621.424

333 783242.0 2.3497261384 986.2 2349.726 621.620

334 783470.0 2.3504098731 987.2 2350.410 621.801

335 783683.9 2.3510516078 988.1 2351.052 621.971

336 783880.4 2.3516410675 989.1 2351.641 622.127

337 784061.2 2.3521835772 990.0 2352.184 622.270

338 784227.4 2.3526822119 990.8 2352.682 622.402

339 784379.2 2.3531377216 991.6 2353.138 622.523



Legs of the Weld

The sides containing the right angle are called Leg of the weld

Size of the Fillet weld

Thw minimum length of the leg of a weld is called size of the weld

Thoat thickness

It is the perpendiculaar distance between the cornerr and hypotenuse of the weld cross secti

Angle 60 to 90 91 to 100 101 to 106 107 to 113 114 to 120

k 0.7 0.65 0.6 0.55 0.5

Effective length of the weld

The actual length of the weld, which is of specified size and required thickness is called effec

For design purpose, the effective length of a weld is taken as the actual length of the weld mi

weld

Effective length of the weld = A+B+C

Side fillet weld

The fillet weld, placed parallel to the direction of the force is called a side fillet weld.

End fillet weld

The fillet weld placed at the end of the member, so that it is perpendicular to the force is calle

STRENGTH OF A WELD JOINT

1 Butt weld jointThe strength of a butt weld is specified by its throat thickness. Which is taken as the thicknes

The permissible stress in a butt weld, calculated on throat area

in kg/cm2 in N/mm2

1 1420 142

2 1575 157.5

3 1025 102.5

2 Fillet weld joint

The force of resistance of a fillet weld is given by:

p = l*t*f = A*f A=l*t

Where

l = Effective length of the weld

Permissible Stress (p)

Nature of StreeSL.NO

Axial compression or Tension

Fibre stress in Bending

shear stress



on

ive length of the weld

nus tiwce the size of the

d End fillet weld.

s of the thinner plate

A 12

B 0

C 0

s 6 size of the weld

k 0.7 value to be choosed from table it is depend the angle

f 142 kg/cm2 ro N/mm2

a 1000 area of tie bar



f1 102.5 kg/cm2 ro N/mm2 working stress in fillet

t 4.2 mm Throat thickness

l 12 mm length of the weld 329.849

p 5166 kg

5.166 Tonn

p 142000 Kn

142 Tonn

oat of the fillet. This length is,

ngth weld, at a distance of one-

re d is the diameter of the hole

f the throat thickness

C = 10CM

ld as 1025 kg/cm2



a

commend appload

select the stl directory and open it activate the file

PAPER SIZE

A0 1189X841

A1 841X595

A2 595X420

A3 420X297

A4 297X210

A5 210X149



i

INSPECTION

DESTRUCTIVE TEST NON-DESTRUCTIVE

Destructive Test:-

The tests are carried out to the specimen's failure. In order to understand a specimen's structural perfo

behaviour under different loads. These tests are generally much easier to carry out, yield more informat

to interpret than nondestructive testing

Destructive test is most suitable, and economic, for objects which will be mass prodcuced.

ex

1) Stress tests

2) Crash tests

3) Hardness tests

4) Metallographic tests

Nondestructive test (NDT)

NDT is a wide group of techniques used in science and industry to evaluate the properties of a materia

system without causing damage

NDE Nondestructive examinationNDI Nondestructive inspection

NDE Nondestructive evaluation

it is a highly-valuable tecnique that can save both money and time in product evaluation, troubleshootin

COMMON NDT METHODS

1) Ultrasonic

2) Magneticparticle

3) Liquid penetrant

4) Radiographic

5) Remote visual inspection (RVI)

6) Eddy-current testing

7) Low coherence interrferometry

Sampling inspection



mance or material

ion, and are easier

l, component or

, and research.

general calculations (autosaved)

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