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413fc6ade1 ... master

Author SHA1 Message Date
Václav Valíček
726aa17a7e Odevzdané PDF 2017-04-24 22:26:42 +02:00
Václav Valíček
19dc4f0726 Planetovka večerní noční modifikace 2017-04-24 01:18:39 +02:00
Václav Valíček
011971368d Výkresy z uložta 2017-04-24 01:15:20 +02:00
Václav Valíček
1dcbd28e87 Modifikace výpočtů 2017-04-24 01:14:33 +02:00
Václav Valíček
5b96226682 Pdf vol1 2017-04-23 09:33:19 +02:00
Václav Valíček
bbdb62f2f1 Just saving 2017-04-23 09:26:24 +02:00
Václav Valíček
c07a603ee4 Výpočet + návrh ložiska 2017-04-23 09:25:40 +02:00
Václav Valíček
33763ff32a Návrh ložiska C 2017-04-23 09:06:37 +02:00
Václav Valíček
92ca019ac6 Oprava vzorečků, kritická místa 2017-04-23 08:59:03 +02:00
Václav Valíček
a14e9cc039 Změna výpočtů délky drážkování 2017-04-23 08:56:12 +02:00
Václav Valíček
565fc6f80f Oprava šířky ložiska v návrhu l1 2017-04-23 08:52:17 +02:00
Václav Valíček
4fc6acf182 Místa na hřídeli 2017-04-23 08:50:07 +02:00
Václav Valíček
0b0b61120c Oprava d.e4 2017-04-10 20:21:52 +02:00
Václav Valíček
b4682175a7 Oprava Ds na D.dr 2017-04-10 20:17:54 +02:00
Václav Valíček
820006471a Oprava d->D 2017-04-10 14:43:08 +02:00
Václav Valíček
f5819dccfd Doplnění podkladů (PDF) ze cvik 2017-04-10 12:53:11 +02:00
Václav Valíček
9f62b0bc36 Dodělek cvika 9 - bezpečnosti na hřídeli 2017-04-10 12:48:52 +02:00
Václav Valíček
646f75c2ea Planetovka trpeni 2017-04-10 01:13:53 +02:00
Václav Valíček
de189c558e Oprava drazkovani 2017-04-03 21:35:12 +02:00
Václav Valíček
ef7d0715e6 Komentar 2017-04-03 21:26:35 +02:00
Václav Valíček
28a79c8ec9 Doplnujici materialy 2017-04-03 21:25:45 +02:00
Václav Valíček
f07c6347c5 Planetovka 7+8 týden dokupy opravy a tak 2017-04-03 21:02:22 +02:00
Václav Valíček
cd0b9a465c Cv7 rozdelano 2017-03-28 10:09:24 +02:00
Václav Valíček
bccc9eafe2 Planetovka xxx 2017-03-27 14:09:03 +02:00
Václav Valíček
7b8aea98df PDFka 2017-03-20 09:22:34 +01:00
Václav Valíček
989c9eb97b Modifikace planetovky 2017-03-20 09:20:14 +01:00
Václav Valíček
1648e40d46 Oprava Y.a 2017-03-13 15:06:16 +01:00
Václav Valíček
d17eae5afa Eliska vypocty 4. tyden 2017-03-12 16:41:48 +01:00
Václav Valíček
cd27655002 Screeny od EL 2017-03-12 16:40:06 +01:00
Václav Valíček
c4aef54cb0 Planetovka + podklady k cviku, 5. týden 2017-03-12 16:37:37 +01:00
Václav Valíček
1652fcf66e Dokumentace planetovky 2017-03-07 08:16:28 +01:00
Václav Valíček
dcb6b32eaa Fix poctu satelitu 2017-03-06 15:13:26 +01:00
Václav Valíček
ebadaea9e4 Oprava a vystup dole pod vypocty 2017-03-06 13:30:59 +01:00
Václav Valíček
8c43ea1e9d Konec sikany, koeficienty S.H* >=1.1 2017-03-06 00:53:08 +01:00
Václav Valíček
bb4ae7b3e4 PDF ze cvik po 4. cviko 2017-03-05 17:09:49 +01:00
Václav Valíček
7449939827 Kv koeficient fixed 2017-02-28 07:12:22 +01:00
157 changed files with 62581 additions and 430 deletions
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<?xml version="1.0" encoding="utf-8" standalone="yes"?>
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<regions>
<settings>
<identity>
<id>46f0669e-0077-4917-94b1-73396cc7f3ff</id>
<revision>4</revision>
</identity>
<metadata lang="rus">
<title>Расчёт балки на двух опорах</title>
<author>Кирилл Николаев, Андрей Ивашов</author>
<description>Расчёт балки на двух опорах. Результатом вычислений является значения реакций опор и отрисовка расчётной схемы.
Поддерживается задание любого количества сосредоточенных и/или распределённых нагрузок
Все входные и выходные данные полностью поддерживают значения с единицами измерения</description>
<company>SMath, http://smath.info/</company>
<keywords>Примеры, балка, инженерный расчёт, опоры, нагрузка, единицы измерения</keywords>
</metadata>
<metadata lang="eng">
<title>Beam load calculation bearing with two supports</title>
<author>Kirill Nikolaev, Andrey Ivashov</author>
<translator>Andrey Ivashov</translator>
<description>Calculation of the Beam load bearing with two supports to find stresses values of the supports.
Worksheet requires to specify any number of the Point and/or Uniform Loads.
Every input and output data supports values with Units.</description>
<company>SMath, http://smath.info/</company>
<keywords>Examples, Beam, Supports, Loads, Units</keywords>
</metadata>
<calculation>
<precision>4</precision>
<exponentialThreshold>5</exponentialThreshold>
<fractions>decimal</fractions>
</calculation>
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<paper id="9" orientation="Portrait" width="827" height="1169" />
<margins left="39" right="39" top="39" bottom="39" />
<header alignment="Center" color="#a9a9a9">&amp;[DATE] &amp;[TIME] - &amp;[FILENAME]</header>
<footer alignment="Center" color="#a9a9a9">&amp;[PAGENUM] / &amp;[COUNT]</footer>
<backgrounds />
</pageModel>
<dependencies>
<assembly name="SMath Studio Desktop" version="0.98.6179.21440" guid="a37cba83-b69c-4c71-9992-55ff666763bd" />
<assembly name="Math Region" version="0.98.6179.21440" guid="02f1ab51-215b-466e-a74d-5d8b1cf85e8d" />
<assembly name="Special Functions" version="1.11.6179.21442" guid="2814e667-4e12-48b1-8d51-194e480eabc5" />
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</settings>
<region id="0" left="9" top="9" width="557" height="31" color="#0000ff" bgColor="#ffffff" fontSize="14">
<text lang="rus">
<p bold="true">Расчёт балки на двух опорах</p>
</text>
<text lang="eng">
<p bold="true">Beam load calculation bearing with two supports</p>
</text>
</region>
<region id="1" left="9" top="45" width="102" height="24" border="true" color="#000000" bgColor="#dddddd" fontSize="10">
<text lang="rus">
<p>Входные данные:</p>
</text>
<text lang="ind">
<p>Data masukan:</p>
</text>
<text lang="eng">
<p>Input data:</p>
</text>
</region>
<region id="2" left="9" top="72" width="57" height="24" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">L</e>
<e type="operand">3</e>
<e type="operand" style="unit">m</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="3" left="144" top="72" width="102" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Длина балки</p>
</text>
<text lang="eng">
<p>Beam length</p>
</text>
</region>
<region id="4" left="9" top="90" width="82" height="32" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">L.A</e>
<e type="operand">60</e>
<e type="operand" style="unit">cm</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="5" left="144" top="90" width="250" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Расстояние до первой опоры</p>
</text>
<text lang="eng">
<p>Distance to the first support</p>
</text>
</region>
<region id="6" left="9" top="108" width="83" height="32" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">L.B</e>
<e type="operand">2.1</e>
<e type="operand" style="unit">m</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="7" left="144" top="108" width="258" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Расстояние до второй опоры</p>
</text>
<text lang="eng">
<p>Distance to the second support</p>
</text>
</region>
<region id="8" left="9" top="144" width="350" height="40" color="#804040" bgColor="#ffffff" fontSize="10">
<text lang="rus">
<p bold="true">Сосредоточенные нагрузки
(каждый столбец - параметры отдельной нагрузки)</p>
</text>
<text lang="eng">
<p bold="true">List of the Point Loads
(every column - options of a single Load)</p>
</text>
</region>
<region id="9" left="9" top="180" width="177" height="45" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">F</e>
<e type="operand">10</e>
<e type="operand" style="unit">kN</e>
<e type="operator" args="2">*</e>
<e type="operand">8</e>
<e type="operand" style="unit">kN</e>
<e type="operator" args="2">*</e>
<e type="operand">17</e>
<e type="operand" style="unit">kN</e>
<e type="operator" args="2">*</e>
<e type="operand">50</e>
<e type="operand" style="unit">cm</e>
<e type="operator" args="2">*</e>
<e type="operand">1.1</e>
<e type="operand" style="unit">m</e>
<e type="operator" args="2">*</e>
<e type="operand">2.6</e>
<e type="operand" style="unit">m</e>
<e type="operator" args="2">*</e>
<e type="operand">2</e>
<e type="operand">3</e>
<e type="function" preserve="true" args="8">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="10" left="243" top="198" width="176" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Расстояние до нагрузки</p>
</text>
<text lang="eng">
<p>Distance to the Load</p>
</text>
</region>
<region id="11" top="243" color="#000000" bgColor="#ffffff">
<area collapsed="true" />
<region id="12" left="9" top="261" width="201" height="24" border="true" color="#000000" bgColor="#dddddd" fontSize="10">
<text lang="rus">
<p>Отрисовка элементов расчётной схемы:</p>
</text>
<text lang="eng">
<p>Beam diagram preparing:</p>
</text>
</region>
<region id="13" left="9" top="288" width="60" height="24" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">top</e>
<e type="operand">2</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="14" left="9" top="306" width="199" height="81" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">x</e>
<e type="function" args="1">base.L</e>
<e type="operand">x</e>
<e type="operand">top</e>
<e type="operand">1</e>
<e type="operand">x</e>
<e type="operator" args="2">+</e>
<e type="operand">2</e>
<e type="operator" args="1">-</e>
<e type="operand">top</e>
<e type="operator" args="2">+</e>
<e type="operand">1</e>
<e type="operator" args="1">-</e>
<e type="operand">x</e>
<e type="operator" args="2">+</e>
<e type="operand">2</e>
<e type="operator" args="1">-</e>
<e type="operand">top</e>
<e type="operator" args="2">+</e>
<e type="operand">x</e>
<e type="operand">top</e>
<e type="operand">4</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="10">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="15" left="216" top="333" width="136" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Отрисовка опоры</p>
</text>
<text lang="eng">
<p>Support drawing</p>
</text>
</region>
<region id="16" left="9" top="387" width="360" height="135" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">x</e>
<e type="operand">sign</e>
<e type="function" args="2">arrow.F</e>
<e type="operand">x</e>
<e type="operand">top</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">0.5</e>
<e type="operator" args="1">-</e>
<e type="operand">x</e>
<e type="operator" args="2">+</e>
<e type="operand">1.7</e>
<e type="operand">sign</e>
<e type="operator" args="2">*</e>
<e type="operand">top</e>
<e type="operator" args="2">+</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">x</e>
<e type="operand">top</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">0.5</e>
<e type="operand">x</e>
<e type="operator" args="2">+</e>
<e type="operand">1.7</e>
<e type="operand">sign</e>
<e type="operator" args="2">*</e>
<e type="operand">top</e>
<e type="operator" args="2">+</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">x</e>
<e type="operand">top</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">x</e>
<e type="operand">6</e>
<e type="operand">sign</e>
<e type="operator" args="2">*</e>
<e type="operand">top</e>
<e type="operator" args="2">+</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">x</e>
<e type="operand">top</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">7</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="16">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="17" left="369" top="432" width="176" height="40" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Отрисовка стрелки
сосредоточенной нагрузки</p>
</text>
<text lang="eng">
<p>Drawing of the arrow
of Point Load</p>
</text>
</region>
<region id="18" left="9" top="531" width="111" height="33" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">arr.F</e>
<e type="operand">0</e>
<e type="operand">top</e>
<e type="operand">1</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="4">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="19" left="9" top="558" width="388" height="74" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">:</e>
<e type="operand">k</e>
<e type="operand">F</e>
<e type="function" preserve="true" args="1">cols</e>
<e type="operator" args="2">≤</e>
<e type="operand">k</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">+</e>
<e type="operator" args="2">:</e>
<e type="operand">arr.F</e>
<e type="operand">arr.F</e>
<e type="operand">F</e>
<e type="operand">2</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">F</e>
<e type="operand">1</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="function" preserve="true" args="1">sign</e>
<e type="function" args="2">arrow.F</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
<e type="operand">1</e>
<e type="operand">1</e>
<e type="function" preserve="true" args="3">line</e>
<e type="function" preserve="true" args="4">for</e>
</input>
</math>
</region>
<region id="20" left="414" top="576" width="184" height="40" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Отрисовка действующих
сосредоточенных нагрузок</p>
</text>
<text lang="eng">
<p>Drawing of the
specified Point Loads</p>
</text>
</region>
<region id="21" left="9" top="648" width="262" height="53" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">op</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="function" args="1">base.L</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="function" args="1">base.L</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="22" left="9" top="693" width="171" height="133" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">beam.1</e>
<e type="operand">0</e>
<e type="operand">top</e>
<e type="operand">L</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">L</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">0</e>
<e type="operand">top</e>
<e type="operand">0.1</e>
<e type="operator" args="2">+</e>
<e type="operand">0</e>
<e type="operand">top</e>
<e type="operand">5</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="12">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="23" left="171" top="747" width="111" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Отрисовка балки</p>
</text>
<text lang="eng">
<p>Beam drawing</p>
</text>
</region>
<region id="24" left="9" top="828" width="412" height="53" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">arr.F</e>
<e type="operand">arr.F</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">1</e>
<e type="operator" args="1">-</e>
<e type="function" args="2">arrow.F</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">1</e>
<e type="operator" args="1">-</e>
<e type="function" args="2">arrow.F</e>
<e type="function" preserve="true" args="3">stack</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="25" left="9" top="891" width="380" height="65" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">x</e>
<e type="operand">inc</e>
<e type="function" args="2">ground.op</e>
<e type="operand">x</e>
<e type="operand">inc</e>
<e type="operand">0.5</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">+</e>
<e type="operand">2.7</e>
<e type="operator" args="2">-</e>
<e type="operand">top</e>
<e type="operand">2</e>
<e type="operator" args="2">-</e>
<e type="operand">x</e>
<e type="operand">inc</e>
<e type="operand">1</e>
<e type="operator" args="2">-</e>
<e type="bracket">(</e>
<e type="operand">0.5</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">+</e>
<e type="operand">2.7</e>
<e type="operator" args="2">-</e>
<e type="operand">top</e>
<e type="operand">2.4</e>
<e type="operator" args="2">-</e>
<e type="operand">x</e>
<e type="operand">inc</e>
<e type="operand">0.5</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">+</e>
<e type="operand">2.7</e>
<e type="operator" args="2">-</e>
<e type="operand">top</e>
<e type="operand">2</e>
<e type="operator" args="2">-</e>
<e type="operand">3</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="8">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="26" left="9" top="954" width="290" height="366" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">op</e>
<e type="operand">op</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">1</e>
<e type="operator" args="2">+</e>
<e type="operand">top</e>
<e type="operand">2</e>
<e type="operator" args="2">-</e>
<e type="operand">1</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="4">mat</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">:</e>
<e type="operand">k</e>
<e type="operand">10</e>
<e type="operator" args="2">≤</e>
<e type="operand">k</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">+</e>
<e type="operator" args="2">:</e>
<e type="operand">op</e>
<e type="operand">op</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">k</e>
<e type="function" args="2">ground.op</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
<e type="operand">1</e>
<e type="operand">1</e>
<e type="function" preserve="true" args="3">line</e>
<e type="function" preserve="true" args="4">for</e>
<e type="operand">op</e>
<e type="operand">op</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">1</e>
<e type="operator" args="2">+</e>
<e type="operand">top</e>
<e type="operand">2</e>
<e type="operator" args="2">-</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">1</e>
<e type="operator" args="2">-</e>
<e type="operand">top</e>
<e type="operand">2</e>
<e type="operator" args="2">-</e>
<e type="operand">4</e>
<e type="operand">2</e>
<e type="function" preserve="true" args="10">mat</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">:</e>
<e type="operand">k</e>
<e type="operand">10</e>
<e type="operator" args="2">≤</e>
<e type="operand">k</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">+</e>
<e type="operator" args="2">:</e>
<e type="operand">op</e>
<e type="operand">op</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">k</e>
<e type="function" args="2">ground.op</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
<e type="operand">1</e>
<e type="operand">1</e>
<e type="function" preserve="true" args="3">line</e>
<e type="function" preserve="true" args="4">for</e>
<e type="operand">4</e>
<e type="operand">1</e>
<e type="function" preserve="true" args="6">line</e>
</input>
</math>
</region>
<region id="27" left="306" top="1116" width="127" height="40" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Отрисовка основания
опор</p>
</text>
<text lang="eng">
<p>Drawing of the
supports</p>
</text>
</region>
<region id="28" left="9" top="1314" width="378" height="181" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">marks</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">5.5</e>
<e type="operator" args="2">-</e>
<e type="operand">0.5</e>
<e type="operator" args="2">+</e>
<e type="operand" style="string">RA</e>
<e type="operand">10</e>
<e type="operand" style="string">Green</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">5.5</e>
<e type="operator" args="2">-</e>
<e type="operand">0.5</e>
<e type="operator" args="2">+</e>
<e type="operand" style="string">RB</e>
<e type="operand">10</e>
<e type="operand" style="string">Green</e>
<e type="operand">L.A</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">2.5</e>
<e type="operator" args="2">-</e>
<e type="operand">1</e>
<e type="operand" style="string">A</e>
<e type="operand">10</e>
<e type="operand" style="string">Red</e>
<e type="operand">L.B</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">2.5</e>
<e type="operator" args="2">-</e>
<e type="operand">1</e>
<e type="operand" style="string">B</e>
<e type="operand">10</e>
<e type="operand" style="string">Red</e>
<e type="operand">4</e>
<e type="operand">5</e>
<e type="function" preserve="true" args="22">mat</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="29" left="396" top="1395" width="185" height="24" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Отрисовка меток схемы</p>
</text>
<text lang="eng">
<p>Diagram marks drawing</p>
</text>
</region>
<region id="30" left="9" top="1494" width="730" height="75" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">:</e>
<e type="operand">k</e>
<e type="operand">F</e>
<e type="function" preserve="true" args="1">cols</e>
<e type="operator" args="2">≤</e>
<e type="operand">k</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operator" args="2">+</e>
<e type="operator" args="2">:</e>
<e type="operand">marks</e>
<e type="operand">marks</e>
<e type="operand">F</e>
<e type="operand">2</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operand" style="unit">dm</e>
<e type="operator" args="2">/</e>
<e type="operand">top</e>
<e type="operand">5.5</e>
<e type="operand">F</e>
<e type="operand">1</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="function" preserve="true" args="1">sign</e>
<e type="operator" args="2">*</e>
<e type="operator" args="2">+</e>
<e type="operand">0.5</e>
<e type="operator" args="2">+</e>
<e type="operand" style="string">F</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="1">num2str</e>
<e type="function" preserve="true" args="2">concat</e>
<e type="operand">10</e>
<e type="operand" style="string">Green</e>
<e type="operand">1</e>
<e type="operand">5</e>
<e type="function" preserve="true" args="7">mat</e>
<e type="function" preserve="true" args="2">stack</e>
<e type="operator" args="2">:</e>
<e type="operand">1</e>
<e type="operand">1</e>
<e type="function" preserve="true" args="3">line</e>
<e type="function" preserve="true" args="4">for</e>
</input>
</math>
</region>
<region id="31" left="9" top="1584" width="139" height="97" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">plotter</e>
<e type="operand">beam.1</e>
<e type="operand">op</e>
<e type="operand">arr.F</e>
<e type="operand">marks</e>
<e type="operand">4</e>
<e type="operand">1</e>
<e type="function" preserve="true" args="6">sys</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="32" left="171" top="1620" width="258" height="40" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Подготовка компонент расчётной
схемы к окончательной отрисовке</p>
</text>
<text lang="eng">
<p>Preparing of the diagram parts
to be drawn</p>
</text>
</region>
<region id="33" top="1692" color="#000000" bgColor="#ffffff">
<area terminator="true" />
</region>
</region>
<region id="34" left="9" top="1710" width="119" height="24" border="true" color="#000000" bgColor="#dddddd" fontSize="10">
<text lang="rus">
<p>Расчётная схема:</p>
</text>
<text lang="eng">
<p>Beam diagram:</p>
</text>
</region>
<region id="35" left="9" top="1737" width="556" height="233" color="#000000" bgColor="#80ff80" fontSize="10" showInputData="False">
<plot grid="false" axes="false" type="2d" render="lines" scale_x="1.10535586945521" scale_y="1.10535586945521" scale_z="1.10535586945521" rotate_x="0" rotate_y="0" rotate_z="0" transpose_x="-237" transpose_y="-33" transpose_z="0">
<input>
<e type="operand">plotter</e>
</input>
</plot>
</region>
<region id="36" top="1971" color="#000000" bgColor="#ffffff">
<area collapsed="true" />
<region id="37" left="9" top="1989" width="111" height="24" border="true" color="#000000" bgColor="#dddddd" fontSize="10">
<text lang="rus">
<p>Расчёт:</p>
</text>
<text lang="eng">
<p>Calculation:</p>
</text>
</region>
<region id="38" left="9" top="2007" width="231" height="65" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">R.A</e>
<e type="operand">L.B</e>
<e type="operand">F</e>
<e type="operand">2</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operator" args="2">-</e>
<e type="operand">L.B</e>
<e type="operand">L.A</e>
<e type="operator" args="2">-</e>
<e type="operator" args="2">/</e>
<e type="operand">F</e>
<e type="operand">1</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operator" args="2">*</e>
<e type="bracket">(</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operand">F</e>
<e type="function" preserve="true" args="1">cols</e>
<e type="function" preserve="true" args="4">sum</e>
<e type="operator" args="1">-</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="39" left="612" top="2034" width="111" height="40" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Реакция левой
опоры</p>
</text>
<text lang="eng">
<p>Left support
stress</p>
</text>
</region>
<region id="40" left="9" top="2079" width="231" height="65" color="#000000" bgColor="#ffffff" fontSize="10">
<math optimize="2">
<input>
<e type="operand">R.B</e>
<e type="operand">F</e>
<e type="operand">2</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operand">L.A</e>
<e type="operator" args="2">-</e>
<e type="operand">L.B</e>
<e type="operand">L.A</e>
<e type="operator" args="2">-</e>
<e type="operator" args="2">/</e>
<e type="operand">F</e>
<e type="operand">1</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operator" args="2">*</e>
<e type="bracket">(</e>
<e type="operand">k</e>
<e type="operand">1</e>
<e type="operand">F</e>
<e type="function" preserve="true" args="1">cols</e>
<e type="function" preserve="true" args="4">sum</e>
<e type="operator" args="1">-</e>
<e type="operator" args="2">:</e>
</input>
</math>
</region>
<region id="41" left="612" top="2115" width="119" height="40" color="#000000" bgColor="#ffff80" fontSize="10">
<text lang="rus">
<p>Реакция правой
опоры</p>
</text>
<text lang="eng">
<p>Right support
stress</p>
</text>
</region>
<region id="42" top="2160" color="#000000" bgColor="#ffffff">
<area terminator="true" />
</region>
</region>
<region id="43" left="9" top="2178" width="78" height="24" border="true" color="#000000" bgColor="#dddddd" fontSize="10">
<text lang="rus">
<p>Результаты:</p>
</text>
<text lang="eng">
<p>Results:</p>
</text>
</region>
<region id="44" left="9" top="2205" width="152" height="24" color="#804040" bgColor="#ffffff" fontSize="10">
<text lang="rus">
<p bold="true">Опорные реакции</p>
</text>
<text lang="eng">
<p bold="true">Supports stresses</p>
</text>
</region>
<region id="45" left="9" top="2232" width="131" height="32" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">R.A</e>
</input>
<contract>
<e type="operand" style="unit">kN</e>
</contract>
<result action="numeric">
<e type="operand">10.3333</e>
<e type="operator" args="1">-</e>
</result>
</math>
</region>
<region id="46" left="9" top="2259" width="131" height="32" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">R.B</e>
</input>
<contract>
<e type="operand" style="unit">kN</e>
</contract>
<result action="numeric">
<e type="operand">24.6667</e>
<e type="operator" args="1">-</e>
</result>
</math>
</region>
<region id="47" left="9" top="2295" width="78" height="24" border="true" color="#000000" bgColor="#dddddd" fontSize="10">
<text lang="rus">
<p>Проверка:</p>
</text>
<text lang="ind">
<p>Cek Hasil:</p>
</text>
<text lang="eng">
<p>Control:</p>
</text>
</region>
<region id="48" left="9" top="2322" width="119" height="32" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">R.A</e>
<e type="operand">R.B</e>
<e type="operator" args="2">+</e>
</input>
<contract>
<e type="operand" style="unit">kN</e>
</contract>
<result action="numeric">
<e type="operand">35</e>
<e type="operator" args="1">-</e>
</result>
</math>
</region>
<region id="49" left="9" top="2349" width="156" height="65" color="#000000" bgColor="#ffffff" fontSize="10">
<math>
<input>
<e type="operand">F</e>
<e type="operand">1</e>
<e type="operand">k</e>
<e type="function" preserve="true" args="3">el</e>
<e type="operand">k</e>

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EN Your download at 04/12/2017 on PARTcommunity/PARTserver:
Dear user,
attached please find the following file of our 3D CAD download portal PARTcommunity/PARTserver powered by CADENAS:
AIS2014, HK 3516.2RS, HK 3516_2RS_PART3.ipt
AIS2014, HK 3516.2RS, HK 3516_2RS.iam
AIS2014, HK 3516.2RS, HK 3516_2RS_PART2.ipt
AIS2014, HK 3516.2RS, HK 3516_2RS_PART1.ipt
Information for use:
The attached file was compressed ("ZIP"), in order to ensure a faster download.
In order to unpack the file you need a special decompressing software.
If you do not have a decompressing software installed, you can download it using one of the following links:
PKZip® (http://www.pkware.com) or WinZip® (http://www.winzip.com)
Please also check terms of use at http://www.cadenas.de/terms-of-use-3d-cad-models
Best regards
Your CADENAS GmbH
support@cadenas.de
>> Free APP for 3D CAD models <<
Mobile access to 3D CAD models with your Smartphone or Tablet PC.
Download now at http://www.cadenas.de/en/app-store
>> PARTcommunity - The network and information platform for engineers <<
■ Examples of use and ideas for components
■ Information and experience exchange with other engineers
Join the discussion now at http://www.partcommunity.com
>> PARTsolutions - Find & manage standard, purchased, and own parts <<
Reduce total product costs up to 70% in the development phase?
In many companies PARTsolutions is one of the leading software systems helping
engineers and purchasers to manage and find company-, supplier- and standard parts:
■ PURCHINEERING: Optimize cooperation of Purchasing and Engineering
■ Semiautomatic classification and intelligent search methods
■ Open for all systems such as PLM and ERP
More information at http://www.cadenas.de/strategic-partsmanagement

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EN Your download at 04/14/2017 on PARTcommunity/PARTserver:
Dear user,
attached please find the following file of our 3D CAD download portal PARTcommunity/PARTserver powered by CADENAS:
AIS2014, RNA 4910.2RS, RNA 4910_2RS_PART1.ipt
AIS2014, RNA 4910.2RS, RNA 4910_2RS_PART3.ipt
AIS2014, RNA 4910.2RS, RNA 4910_2RS.iam
AIS2014, RNA 4910.2RS, RNA 4910_2RS_PART2.ipt
Information for use:
The attached file was compressed ("ZIP"), in order to ensure a faster download.
In order to unpack the file you need a special decompressing software.
If you do not have a decompressing software installed, you can download it using one of the following links:
PKZip® (http://www.pkware.com) or WinZip® (http://www.winzip.com)
Please also check terms of use at http://www.cadenas.de/terms-of-use-3d-cad-models
Best regards
Your CADENAS GmbH
support@cadenas.de
>> Free APP for 3D CAD models <<
Mobile access to 3D CAD models with your Smartphone or Tablet PC.
Download now at http://www.cadenas.de/en/app-store
>> PARTcommunity - The network and information platform for engineers <<
■ Examples of use and ideas for components
■ Information and experience exchange with other engineers
Join the discussion now at http://www.partcommunity.com
>> PARTsolutions - Find & manage standard, purchased, and own parts <<
Reduce total product costs up to 70% in the development phase?
In many companies PARTsolutions is one of the leading software systems helping
engineers and purchasers to manage and find company-, supplier- and standard parts:
■ PURCHINEERING: Optimize cooperation of Purchasing and Engineering
■ Semiautomatic classification and intelligent search methods
■ Open for all systems such as PLM and ERP
More information at http://www.cadenas.de/strategic-partsmanagement

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@@ -0,0 +1,68 @@

EN Your download at 04/12/2017 on PARTcommunity/PARTserver:
Dear user,
attached please find the following file of our 3D CAD download portal PARTcommunity/PARTserver powered by CADENAS:
AIS2014, 6012-2RS1, 6012-2RS1_PART2.ipt
AIS2014, 6012-2RS1, 6012-2RS1_PART3.ipt
AIS2014, 6012-2RS1, 6012-2RS1.iam
AIS2014, 6012-2RS1, 6012-2RS1_PART1.ipt
Information for use:
The attached file was compressed ("ZIP"), in order to ensure a faster download.
In order to unpack the file you need a special decompressing software.
If you do not have a decompressing software installed, you can download it using one of the following links:
PKZip® (http://www.pkware.com) or WinZip® (http://www.winzip.com)
Please also check terms of use at http://www.cadenas.de/terms-of-use-3d-cad-models
Best regards
Your CADENAS GmbH
support@cadenas.de
>> Free APP for 3D CAD models <<
Mobile access to 3D CAD models with your Smartphone or Tablet PC.
Download now at http://www.cadenas.de/en/app-store
>> PARTcommunity - The network and information platform for engineers <<
■ Examples of use and ideas for components
■ Information and experience exchange with other engineers
Join the discussion now at http://www.partcommunity.com
>> PARTsolutions - Find & manage standard, purchased, and own parts <<
Reduce total product costs up to 70% in the development phase?
In many companies PARTsolutions is one of the leading software systems helping
engineers and purchasers to manage and find company-, supplier- and standard parts:
■ PURCHINEERING: Optimize cooperation of Purchasing and Engineering
■ Semiautomatic classification and intelligent search methods
■ Open for all systems such as PLM and ERP
More information at http://www.cadenas.de/strategic-partsmanagement

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