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The angle of attack is the angle between the oncoming airflow and the chord line of the wing or airfoil. Aerodynamic Forces Calculator Freestream Velocity (U) m/skm/hmphft/sknots Angle of Attack (α) degreesradians Body Forces X-component Force (Fx) Nlbfkgf Y-component Force (Fy) Nlbfkgf Calculate Aerodynamic Components Results Velocity Components: u = U·cos(α) = – m/s v… Read more

CFD Timestep Calculator CFD Timestep Calculator Rotational Speed (RPM): Number of Blades: Blade-to-Blade Motion: Autosave Frequency: Total Rotations: Internal Iterations: Calculate // Validate inputs if (isNaN(rpm) || isNaN(numberOfBlades) || isNaN(bladeMotion) || isNaN(autosave) || isNaN(totalRotations) || isNaN(internalIterations)) { document.getElementById(“result”).innerHTML = “Please enter valid inputs.”; return; } // Convert RPM to revolutions per second const frequency =… Read more

Tension Stress Calculator Reset Tension Stress Calculator NkNlbf m²cm²mm²in² >> Calculate PakPaMPapsi σ: – Copy All Copy Result function saveValues() { localStorage.setItem(‘forceInput’, document.getElementById(‘forceInput’).value); localStorage.setItem(‘areaInput’, document.getElementById(‘areaInput’).value); localStorage.setItem(‘forceUnit’, document.getElementById(‘forceUnit’).value); localStorage.setItem(‘areaUnit’, document.getElementById(‘areaUnit’).value); localStorage.setItem(‘stressUnit’, document.getElementById(‘stressUnit’).value); } function calculateTensionStress() { let force = parseFloat(document.getElementById(‘forceInput’).value); let area = parseFloat(document.getElementById(‘areaInput’).value); if (!isNaN(force) && !isNaN(area) && area !== 0) { const forceUnit =… Read more

Mohr’s Circle for Stress (2D) Plot Mohr’s Circle Reset Principal\x20Stresses: \x0a\x20\x20\x20\x20\x20\x20\x20\x20 σ1:\x20′,’Shear\x20Stress\x20(τ)’,’4iJSJgU’,’lines’,’orange’,’input’,’Center’,’forEach’,’5130720oQAsxd’,’Please\x20enter\x20valid\x20numeric\x20values\x20for\x20all\x20components.’,’tauXY’,’getElementById’,’push’,’\x20(Maximum\x20Shear) \x0a\x20\x20\x20\x20′,’top\x20right’,’results’,’6369583znHMlQ’,’from’,’209757ZBYxfe’,’sigmaY’,’innerHTML’,’reversed’,’3175235CNLjOR’,’1202734zRopQc’,’purge’,’scatter’,’Input\x20σxx’,’2pzbNdu’,’637231uPeGZu’,’mohrsCirclePlot’,’sigmaX’,’atan2′,’clear’,’345204fJKFjc’,’cos’,’value’,’setItem’,’ \x0a\x20\x20\x20\x20\x20\x20\x20\x20 Principal\x20Angle: \x0a\x20\x20\x20\x20\x20\x20\x20\x20 Principal\x20Angle:\x20′,’.input-container\x20input’,’red’,’6byrLVE’,’ \x0a\x20\x20\x20\x20\x20\x20\x20\x20 σ2:\x20′,’green’,’newPlot’,’90RyohVa’,’Center\x20Point’,’addEventListener’,’markers+text’,’toFixed’,’Mohr\x27s\x20Circle\x20on\x20the\x20σ-τ\x20Plane’,’getItem’,’sin’];_0x101f=function(){return _0x5327dc;};return _0x101f();}const _0x12238b=_0x5472;(function(_0x519f17,_0x2e4f39){const _0x5a9b8d=_0x5472,_0x5258d7=_0x519f17();while(!![]){try{const _0x3e1b19=-parseInt(_0x5a9b8d(0x17d))/0x1*(-parseInt(_0x5a9b8d(0x179))/0x2)+-parseInt(_0x5a9b8d(0x174))/0x3+parseInt(_0x5a9b8d(0x164))/0x4*(-parseInt(_0x5a9b8d(0x178))/0x5)+parseInt(_0x5a9b8d(0x18a))/0x6*(parseInt(_0x5a9b8d(0x17e))/0x7)+-parseInt(_0x5a9b8d(0x16a))/0x8+parseInt(_0x5a9b8d(0x183))/0x9*(parseInt(_0x5a9b8d(0x18e))/0xa)+parseInt(_0x5a9b8d(0x172))/0xb;if(_0x3e1b19===_0x2e4f39)break;else _0x5258d7[‘push’](_0x5258d7[‘shift’]());}catch(_0x3a8371){_0x5258d7[‘push’](_0x5258d7[‘shift’]());}}}(_0x101f,0xd4d26));function calculatePrincipalStresses(_0x139546,_0xb10b36,_0x3c16af){const _0x2e6269=_0x5472;let _0x135c58=(_0x139546+_0xb10b36)/0x2,_0x52af10=Math[_0x2e6269(0x198)](((_0x139546-_0xb10b36)/0x2)**0x2+_0x3c16af**0x2),_0x2f9c90=_0x135c58+_0x52af10,_0x3e6c52=_0x135c58-_0x52af10;return[_0x2f9c90,_0x3e6c52,_0x135c58,_0x52af10];}function calculatePrincipalAngle(_0x4a5f0f,_0x5df6cf,_0x1b1202){const _0x505192=_0x5472;return 0.5*Math[_0x505192(0x181)](0x2*_0x1b1202,_0x4a5f0f-_0x5df6cf)*0xb4/Math[‘PI’];}function saveInputs(){const _0x57cd94=_0x5472;localStorage[_0x57cd94(0x186)](_0x57cd94(0x180),document[_0x57cd94(0x16d)](_0x57cd94(0x180))[_0x57cd94(0x185)]),localStorage[_0x57cd94(0x186)](_0x57cd94(0x175),document[_0x57cd94(0x16d)](_0x57cd94(0x175))[_0x57cd94(0x185)]),localStorage[‘setItem’](_0x57cd94(0x16c),document[_0x57cd94(0x16d)](_0x57cd94(0x16c))[_0x57cd94(0x185)]);}function loadInputs(){const _0xd61c84=_0x5472;localStorage[_0xd61c84(0x194)](_0xd61c84(0x180))&&(document[_0xd61c84(0x16d)](_0xd61c84(0x180))[_0xd61c84(0x185)]=localStorage[‘getItem’](_0xd61c84(0x180))),localStorage[_0xd61c84(0x194)](‘sigmaY’)&&(document[_0xd61c84(0x16d)](‘sigmaY’)[_0xd61c84(0x185)]=localStorage[_0xd61c84(0x194)](_0xd61c84(0x175))),localStorage[_0xd61c84(0x194)](_0xd61c84(0x16c))&&(document[_0xd61c84(0x16d)](_0xd61c84(0x16c))[_0xd61c84(0x185)]=localStorage[_0xd61c84(0x194)](_0xd61c84(0x16c)));}function plotMohrsCircle(){const _0x15b76d=_0x5472;let _0x4ecec6=parseFloat(document[_0x15b76d(0x16d)](‘sigmaX’)[‘value’]),_0x42edb7=parseFloat(document[_0x15b76d(0x16d)](_0x15b76d(0x175))[_0x15b76d(0x185)]),_0x220547=parseFloat(document[_0x15b76d(0x16d)](_0x15b76d(0x16c))[_0x15b76d(0x185)]);if(isNaN(_0x4ecec6)||isNaN(_0x42edb7)||isNaN(_0x220547)){alert(_0x15b76d(0x16b));return;}let [_0x2966ba,_0x35b56b,_0x59c095,_0x30eb88]=calculatePrincipalStresses(_0x4ecec6,_0x42edb7,_0x220547),_0x5a2814=calculatePrincipalAngle(_0x4ecec6,_0x42edb7,_0x220547),_0x8edf89={‘x’:[_0x4ecec6],’y’:[_0x220547],’mode’:_0x15b76d(0x191),’name’:_0x15b76d(0x17c),’type’:’scatter’,’text’:[_0x4ecec6],’textposition’:’right’,’marker’:{‘color’:_0x15b76d(0x189),’size’:0x8}},_0x38dadd={‘x’:[_0x42edb7],’y’:[-0x1*_0x220547],’mode’:’markers+text’,’name’:’Input\x20σyy’,’type’:_0x15b76d(0x17b),’text’:[_0x42edb7],’textposition’:’right’,’marker’:{‘color’:_0x15b76d(0x18c),’size’:0x8}},_0x8248f5={‘x’:[_0x4ecec6,_0x42edb7],’y’:[_0x220547,-0x1*_0x220547],’mode’:_0x15b76d(0x165),’name’:’Stress\x20Inputs’,’showlegend’:![],’line’:{‘color’:’lightgray’,’width’:0x2}},_0x5c5fe5={‘x’:[_0x59c095],’y’:[0x0],’mode’:_0x15b76d(0x191),’name’:_0x15b76d(0x18f),’type’:_0x15b76d(0x17b),’text’:[_0x15b76d(0x168)],’textposition’:_0x15b76d(0x170),’marker’:{‘color’:_0x15b76d(0x166),’size’:0x8}},_0x5a82f9=Array[_0x15b76d(0x173)]({‘length’:0x64},(_0x5e2999,_0x27182a)=>_0x27182a*(0x2*Math[‘PI’]/0x64)),_0x5ef0da={‘x’:[],’y’:[]};_0x5a82f9[_0x15b76d(0x169)](_0x573d7d=>{const _0x4a2f64=_0x15b76d;_0x5ef0da[‘x’][_0x4a2f64(0x16e)](_0x59c095+_0x30eb88*Math[_0x4a2f64(0x184)](_0x573d7d)),_0x5ef0da[‘y’][_0x4a2f64(0x16e)](_0x30eb88*Math[_0x4a2f64(0x195)](_0x573d7d));});let _0x392992={‘x’:_0x5ef0da[‘x’],’y’:_0x5ef0da[‘y’],’mode’:’lines’,’name’:’Mohr\x27s\x20Circle’,’type’:’scatter’,’line’:{‘width’:0x3,’color’:_0x15b76d(0x197)}},_0xeeef9b={‘xaxis’:{‘title’:’Normal\x20Stress\x20(σ)’,’scaleanchor’:’y’,’scaleratio’:0x1},’yaxis’:{‘title’:_0x15b76d(0x163),’scaleanchor’:’x’,’scaleratio’:0x1,’autorange’:_0x15b76d(0x177)},’title’:_0x15b76d(0x193),’showlegend’:!![]};Plotly[_0x15b76d(0x18d)](‘mohrsCirclePlot’,[_0x392992,_0x8edf89,_0x38dadd,_0x8248f5,_0x5c5fe5],_0xeeef9b),document[_0x15b76d(0x16d)](_0x15b76d(0x171))[_0x15b76d(0x176)]=_0x15b76d(0x199)+_0x2966ba[_0x15b76d(0x192)](0x2)+_0x15b76d(0x18b)+_0x35b56b[_0x15b76d(0x192)](0x2)+_0x15b76d(0x187)+_0x5a2814[_0x15b76d(0x192)](0x2)+’°\x20(Mohr\x27s\x20Circ\x20ang\x20=\x202x\x20Prncp\x20Ang) \x0a\x20\x20\x20\x20\x20\x20\x20\x20 Center\x20and\x20Radius\x20of\x20Mohr\x27s\x20Circle: \x0a\x20\x20\x20\x20\x20\x20\x20\x20 Center:\x20’+_0x59c095[‘toFixed’](0x2)+’\x20(Mean\x20Stress) \x0a\x20\x20\x20\x20\x20\x20\x20\x20 Radius:\x20’+_0x30eb88[_0x15b76d(0x192)](0x2)+_0x15b76d(0x16f);}document[‘getElementById’](‘sigmaX’)[_0x12238b(0x190)](_0x12238b(0x167),saveInputs),document[_0x12238b(0x16d)](_0x12238b(0x175))[‘addEventListener’](_0x12238b(0x167),saveInputs),document[_0x12238b(0x16d)](_0x12238b(0x16c))[_0x12238b(0x190)](_0x12238b(0x167),saveInputs),window[_0x12238b(0x196)]=loadInputs;function _0x5472(_0x3ca22e,_0x33a17a){const _0x101f76=_0x101f();return _0x5472=function(_0x5472f3,_0x46fee6){_0x5472f3=_0x5472f3-0x163;let _0x2faf26=_0x101f76[_0x5472f3];return _0x2faf26;},_0x5472(_0x3ca22e,_0x33a17a);}function resetInputs(){const _0x2d0d36=_0x12238b;document[‘querySelectorAll’](_0x2d0d36(0x188))[‘forEach’](_0x1289d6=>_0x1289d6[_0x2d0d36(0x185)]=”),document[_0x2d0d36(0x16d)](_0x2d0d36(0x171))[_0x2d0d36(0x176)]=”,Plotly[_0x2d0d36(0x17a)](_0x2d0d36(0x17f)),localStorage[_0x2d0d36(0x182)]();} Mohr’s… Read more

Bolt Centroid and Shear Force/Stress Calculator Moment (Nm): Bolts Add Bolt Calculate Centroid X (mm) Centroid Y (mm) Bolt Shear Force (N) Shear Stress (MPa) Bolt\x20’+(boltCount+0x1)+_0x21f778(0x1a7)+boltCount+_0x21f778(0x19e)+boltCount+_0x21f778(0x19d)+boltCount+’\x22>X\x20(mm):\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20_0x5e97d2+_0xb477b2[_0x25f4ee(0x17a)],0x0),_0x5465b4=_0x2e2942[_0x25f4ee(0x193)]((_0x1a3feb,_0x568cc9)=>_0x1a3feb+_0x568cc9[_0x25f4ee(0x17a)]*_0x568cc9[‘x’],0x0)/_0x8d8caa,_0x48f9ac=_0x2e2942[_0x25f4ee(0x193)]((_0x3d4752,_0x230499)=>_0x3d4752+_0x230499[_0x25f4ee(0x17a)]*_0x230499[‘y’],0x0)/_0x8d8caa,_0x125515=_0x2e2942[_0x25f4ee(0x196)](_0x5e416e=>Math[_0x25f4ee(0x171)]((_0x5e416e[‘x’]-_0x5465b4)**0x2+(_0x5e416e[‘y’]-_0x48f9ac)**0x2)),_0x2e5cca=_0x125515[_0x25f4ee(0x193)]((_0x3cf912,_0x5391ae)=>_0x3cf912+_0x5391ae,0x0),_0x21a338=_0x2e2942[_0x25f4ee(0x196)]((_0x4d9b1c,_0x5d8c43)=>{const _0x68e88b=_0x125515[_0x5d8c43],_0x251c75=_0x1173e2*_0x68e88b/_0x2e5cca,_0x4b6a7d=_0x251c75/_0x4d9b1c[‘area’];return{‘bolt’:’Bolt\x20’+(_0x5d8c43+0x1),’force’:_0x251c75[‘toExponential’](0x2),’stress’:_0x4b6a7d[‘toFixed’](0x2)};}),_0xaaf1f6=document[‘getElementById’](‘centroidTable’),_0x1c286b=document[_0x25f4ee(0x19b)](_0x25f4ee(0x176));_0x1c286b[_0x25f4ee(0x191)]=_0x25f4ee(0x188)+_0x5465b4[‘toFixed’](0x2)+_0x25f4ee(0x17b)+_0x48f9ac[_0x25f4ee(0x174)](0x2)+_0x25f4ee(0x194),_0xaaf1f6[‘style’][_0x25f4ee(0x18f)]=_0x25f4ee(0x1a4);const _0x2c96d8=document[_0x25f4ee(0x19b)](_0x25f4ee(0x1a2)),_0x395e66=document[_0x25f4ee(0x19b)](_0x25f4ee(0x1ae));_0x395e66[_0x25f4ee(0x191)]=”,_0x21a338[_0x25f4ee(0x1a3)](_0x378a8a=>{const _0x3ced52=_0x25f4ee,_0x34e956=document[_0x3ced52(0x17f)](‘tr’);_0x34e956[_0x3ced52(0x191)]=_0x3ced52(0x187)+_0x378a8a[_0x3ced52(0x1a1)]+_0x3ced52(0x17d)+_0x378a8a[_0x3ced52(0x195)]+_0x3ced52(0x1a8)+_0x378a8a[‘stress’]+_0x3ced52(0x1a6),_0x395e66[_0x3ced52(0x175)](_0x34e956);}),_0x2c96d8[_0x25f4ee(0x1ac)][_0x25f4ee(0x18f)]=_0x25f4ee(0x1a4);const _0x4ef2cd={‘x’:_0x2e2942[‘map’](_0x428e21=>_0x428e21[‘x’]),’y’:_0x2e2942[_0x25f4ee(0x196)](_0x5606c0=>_0x5606c0[‘y’]),’text’:_0x2e2942[‘map’]((_0x5c8a73,_0x3fe877)=>_0x25f4ee(0x180)+(_0x3fe877+0x1)+’Diameter:\x20’+_0x5c8a73[_0x25f4ee(0x17a)][_0x25f4ee(0x174)](0x2)+_0x25f4ee(0x181)),’mode’:’markers’,’marker’:{‘size’:_0x2e2942[_0x25f4ee(0x196)](_0x297ed2=>_0x297ed2[_0x25f4ee(0x17a)]/Math[‘PI’]),’sizemode’:’area’,’color’:’blue’},’type’:_0x25f4ee(0x173)},_0xb005a0={‘x’:[_0x5465b4],’y’:[_0x48f9ac],’text’:[_0x25f4ee(0x18d)],’mode’:_0x25f4ee(0x18b),’marker’:{‘size’:0xa,’color’:_0x25f4ee(0x17c)},’type’:_0x25f4ee(0x173)};Plotly[_0x25f4ee(0x172)](_0x25f4ee(0x19c),[_0x4ef2cd,_0xb005a0],{‘title’:_0x25f4ee(0x198),’xaxis’:{‘title’:_0x25f4ee(0x18e)},’yaxis’:{‘title’:_0x25f4ee(0x19a)},’showlegend’:![]});}function _0x2e4c(){const _0x1e2530=[‘\x22>Diameter\x20(mm):\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20Remove\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 \x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20′,’bolt’,’forceStressTable’,’forEach’,’block’,’value’,’\x20MPa ‘,’ \x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 ‘,’bolt-container’,’push’,’moment’,’style’,’yCoord-‘,’forceStressBody’,’602740HtZwKc’,’sqrt’,’newPlot’,’scatter’,’toFixed’,’appendChild’,’centroidBody’,’diameter-‘,’length’,’boltsSection’,’area’,’ \x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 ‘,’red’,’ ‘,’44VmaJZq’,’createElement’,’Bolt\x20′,’\x20mm²’,’4431VVuZQQ’,’remove’,’Please\x20add\x20bolts\x20with\x20valid\x20inputs.’,’bolt-‘,’205254oBqZfU’,’ ‘,’\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 \x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 ‘,’\x22>Y\x20(mm):\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 \x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 \x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20′,’force’,’map’,’36hCMieX’,’Bolt\x20Locations\x20and\x20Centroid’,’2516456eLfPkf’,’Y\x20(mm)’,’getElementById’,’boltPlot’,’\x22\x20placeholder=\x22Enter\x20diameter\x22\x20step=\x220.1\x22>\x0a\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20\x20 Read more

Bolt Stiffness Effective Bolt Stiffness Calculator Tensile-Stress Area (At): mm²in² >> Length of Threaded Portion (lt): mmin >> Major-Diameter Area (Ad): mm²in² >> Length of Unthreaded Portion (ld): mmin Modulus of Elasticity (E): GPaPaksi >> Calculate Result: Effective Bolt Stiffness (kb): Member Stiffness Member Stiffness Calculator Modulus of Elasticity (E): GPaPaksi >> Diameter (d): mminm… Read more

Von Mises Ellipse and Tresca Hexagon Plotter Enter Yield Strength (Y): Enter Sigma 1: Enter Sigma 2: Enter Sigma 3: Plot Results Criteria Equivalent Stress (MPa) Safety Factor Von Mises Tresca Maximum Principal Stress Read more

Shear Stress Calculator Reset Shear Stress Calculator NmkNmlb-ft mcmmmin m⁴cm⁴mm⁴in⁴ Calculate Shear Stress PaMPapsi τ_max: – Copy All Copy Result function saveValuesShearStress() { localStorage.setItem(‘torqueInputShearStress’, document.getElementById(‘torqueInputShearStress’).value); localStorage.setItem(‘radiusInputShearStress’, document.getElementById(‘radiusInputShearStress’).value); localStorage.setItem(‘polarMomentInputShearStress’, document.getElementById(‘polarMomentInputShearStress’).value); localStorage.setItem(‘torqueUnitShearStress’, document.getElementById(‘torqueUnitShearStress’).value); localStorage.setItem(‘radiusUnitShearStress’, document.getElementById(‘radiusUnitShearStress’).value); localStorage.setItem(‘polarMomentUnitShearStress’, document.getElementById(‘polarMomentUnitShearStress’).value); } function calculateShearStress() { let torque = parseFloat(document.getElementById(‘torqueInputShearStress’).value); let radius = parseFloat(document.getElementById(‘radiusInputShearStress’).value); let polarMoment = parseFloat(document.getElementById(‘polarMomentInputShearStress’).value); if (!isNaN(torque) && !isNaN(radius)… Read more

Calculate Stress Bending Stress Calculator Reset Bending Stress Calculator NmkNmlb-ft mcmmmin m⁴cm⁴mm⁴in⁴ Calculate Bending Stress PaMPapsi σ: – Copy All Copy Result function saveValuesBendingStress() { localStorage.setItem(‘momentInputBendingStress’, document.getElementById(‘momentInputBendingStress’).value); localStorage.setItem(‘distanceInputBendingStress’, document.getElementById(‘distanceInputBendingStress’).value); localStorage.setItem(‘momentInertiaInputBendingStress’, document.getElementById(‘momentInertiaInputBendingStress’).value); localStorage.setItem(‘momentUnitBendingStress’, document.getElementById(‘momentUnitBendingStress’).value); localStorage.setItem(‘distanceUnitBendingStress’, document.getElementById(‘distanceUnitBendingStress’).value); localStorage.setItem(‘momentInertiaUnitBendingStress’, document.getElementById(‘momentInertiaUnitBendingStress’).value); } function calculateBendingStress() { let moment = parseFloat(document.getElementById(‘momentInputBendingStress’).value); let distance = parseFloat(document.getElementById(‘distanceInputBendingStress’).value); let momentInertia = parseFloat(document.getElementById(‘momentInertiaInputBendingStress’).value); if (!isNaN(moment)… Read more

Metric Metric Bolt Properties Lookup Property Class: 4.64.85.88.89.810.912.9 Properties: Minimum Proof Strength: MPa Minimum Tensile Strength: MPa Minimum Yield Strength: MPa function boltPropsUpdateMetricProperties() { const propertyClass = document.getElementById(“boltProps-propertyClass”).value; const { proofStrength, tensileStrength, yieldStrength } = boltPropsMetricData[propertyClass]; document.getElementById(“boltProps-proofStrength”).textContent = proofStrength; document.getElementById(“boltProps-tensileStrength”).textContent = tensileStrength; document.getElementById(“boltProps-yieldStrength”).textContent = yieldStrength; } // Initialize with default selection boltPropsUpdateMetricProperties(); SAE SAE Grade… Read more