remove dev mode restriction on sla support
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1 changed files with 6 additions and 6 deletions
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@ -1474,12 +1474,12 @@ var gs_kiri_init = exports;
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slaFillDensity: UC.newInput('density', {title:'percent infill\n0.0-1.0', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA}),
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slaFillDensity: UC.newInput('density', {title:'percent infill\n0.0-1.0', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA}),
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slaFillLine: UC.newInput('line width', {title:'hatch line width\nin millimeters', convert:UC.toFloat, bound:UC.bound(0,5), modes:SLA}),
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slaFillLine: UC.newInput('line width', {title:'hatch line width\nin millimeters', convert:UC.toFloat, bound:UC.bound(0,5), modes:SLA}),
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slaSupport: LOCAL ? UC.newGroup('support', null, {modes:SLA, group:"sla-support"}) : null,
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slaSupport: UC.newGroup('support', null, {modes:SLA, group:"sla-support"}) : null,
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slaSupportLayers: LOCAL ? UC.newInput('layers', {title:'base support layers\n0-10', convert:UC.toInt, bound:UC.bound(0,10), modes:SLA}) : null,
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slaSupportLayers: UC.newInput('layers', {title:'base support layers\n0-10', convert:UC.toInt, bound:UC.bound(0,10), modes:SLA}),
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slaSupportDensity: LOCAL ? UC.newInput('density', {title:'used to compute the\nnumber of support pillars\n0.0-1.0 (0 = disable)', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA}) : null,
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slaSupportDensity: UC.newInput('density', {title:'used to compute the\nnumber of support pillars\n0.0-1.0 (0 = disable)', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA}),
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slaSupportSize: LOCAL ? UC.newInput('size', {title:'max size of a\nsupport pillar\nin millimeters', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA}) : null,
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slaSupportSize: UC.newInput('size', {title:'max size of a\nsupport pillar\nin millimeters', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA}),
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slaSupportPoints: LOCAL ? UC.newInput('points', {title:'number of points in\neach support pillar\nin millimeters', convert:UC.toInt, bound:UC.bound(3,10), modes:SLA, expert:true}) : null,
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slaSupportPoints: UC.newInput('points', {title:'number of points in\neach support pillar\nin millimeters', convert:UC.toInt, bound:UC.bound(3,10), modes:SLA, expert:true}),
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slaSupportGap: LOCAL ? UC.newInput('gap layers', {title:'number of layers between\nraft and bottom of obejct', convert:UC.toInt, bound:UC.bound(3,10), modes:SLA, expert:true}) : null,
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slaSupportGap: UC.newInput('gap layers', {title:'number of layers between\nraft and bottom of obejct', convert:UC.toInt, bound:UC.bound(3,10), modes:SLA, expert:true}),
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slaOutput: UC.newGroup('output', null, {modes:SLA, group:"sla-first"}),
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slaOutput: UC.newGroup('output', null, {modes:SLA, group:"sla-first"}),
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slaFirstOffset: UC.newInput('z offset', {title:'z layer offset\nalmost always 0.0\n0.0-1.0 in millimeters', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA, expert:true}),
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slaFirstOffset: UC.newInput('z offset', {title:'z layer offset\nalmost always 0.0\n0.0-1.0 in millimeters', convert:UC.toFloat, bound:UC.bound(0,1), modes:SLA, expert:true}),
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