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Chart to calculate the weight of weld that is deposited
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Handbook - Calculations http://www.esabna.com/EUWeb/FM_handbook/577fm8_9.htm
1 of 1 10/9/2006 1:20 PM
9
Weight Per Foot of Weld Metal for Fillet Welds andElements of Common Butt Joints (lb/ft) SteelInstructions
1. Make a drawing of the cross-section of the joint to exact scale.2. Divide the cross-section into right triangles, rectangles and
sketch in the desired reinforcement.3. Measure the thickness, angles angle leg lengths, root opening
and the length and height of the reinforcement.4. Total the weight per foot of each of the elements from the chart
for the weight per foot of the weld.
lbs./ft. of Rectangle A lbs./ft. of Triangle B lbs./ft. Reinforcement CT G S H
Inches 1/16" 1/8" 3/16" 1/4" 3/8" 1/2" 5° 10° 15° 22 1/2° 30° 45° 1/16" 1/8" 3/16" 1/4"1/8 .027 .053 .080 .106 .159 .212 .002 .005 .007 .011 .015 .027
3/16 .040 .080 .119 .159 .239 .318 .005 .011 .016 .025 .035 .060 .0271/4 .053 .106 .159 .212 .318 .425 .009 .019 .028 .044 .061 .106 .035
5/16 .066 .133 .199 .265 .390 .531 .015 .029 .044 .069 .096 .166 .044 .8843/8 .080 .159 .239 .318 .478 .637 .021 .042 .064 .099 .138 .239 .053 .106
7/16 .091 .186 .279 .371 .557 .743 .028 .057 .087 .129 .188 .325 .062 .1241/2 .106 .212 .318 .425 .637 .849 .037 .075 .114 .176 .245 .425 .071 .141 .212
lbs./ft. of Rectangle A lbs./ft. of Triangle B lbs./ft. Reinforcement CT G S H
Inches 1/16" 1/8" 3/16" 1/4" 3/8" 1/2" 5° 10° 15° 22 1/2° 30° 45° 1/16" 1/8" 3/16" 1/4"9/16 .119 .239 .358 .478 .716 .955 .047 .095 .144 .223 .311 .451 .080 .159 .2395/8 .133 .265 .398 .531 .796 1.061 .058 .117 .178 .275 .383 .664 .088 .177 .265 .354
11/16 .146 .292 .438 .584 .876 1.167 .070 .142 .215 .332 .464 .804 .097 .195 .292 .3893/4 .159 .318 .478 .637 .995 1.274 .084 .169 .256 .396 .552 .956 .106 .212 .318 .424
13/16 .172 .345 .517 .690 1.035 1.380 .098 .198 .301 .464 .648 1.121 .115 .230 .345 .4607/8 .186 .371 .557 .743 1.114 1.486 .114 .230 .349 .538 .751 1.300 .124 .248 .371 .495
15/16 .199 .398 .597 .796 1.194 1.592 .131 .263 .400 .618 .863 1.493 .133 .266 .398 .5301 .212 .425 .637 .849 1.274 1.698 .149 .300 .456 .703 .981 1.698 .141 .283 .424 .566
1 1/8 .239 .478 .716 .955 1.433 1.910 .188 .379 .577 .890 1.241 2.149 .159 .318 .477 .6371 1/4 .265 .531 .796 1.061 1.592 2.123 .232 .468 .712 1.099 1.532 2.653 .177 .354 .531 .7071 3/8 .292 .584 .876 1.167 1.751 2.335 .281 .567 .861 1.330 1.853 3.210 .195 .389 .584 .7771 1/2 .318 .637 .955 1.274 1.910 2.547 .334 .674 1.023 1.582 2.206 3.821 .212 .424 .637 .849
1 5/8 .345 .690 1.035 1.380 2.069 2.759 .393 .792 1.201 1.857 2.589 4.484 .230 .460 .690 .9201 3/4 .371 .743 1.114 1.486 2.229 2.972 .455 .918 1.393 2.154 3.002 5.200 .248 .495 .743 .9901 7/8 .390 .796 1.194 1.592 2.388 3.184 .523 1.053 1.599 2.473 3.447 5.970 .266 .531 .796 1.061
2 .425 .649 1.274 1.698 2.547 3.396 .594 1.197 1.820 2.813 3.921 6.792 .283 .566 .849 1.132
2 1/4 .478 .955 1.433 1.910 2.865 3.821 .752 1.516 2.303 3.561 4.963 8.596 .318 .637 .955 1.2732 1/2 .530 1.061 1.592 2.123 3.184 4.245 .928 1.871 2.844 4.396 6.127 10.613 .354 .707 1.061 1.4152 3/4 .584 1.167 1.751 2.335 3.502 4.669 1.123 2.264 3.441 5.319 7.414 12.841 .389 .778 1.167 1.556
3 .636 1.274 1.910 2.547 3.821 5.094 1.337 2.695 4.095 6.330 8.823 15.282 .424 .849 1.273 1.698
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