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	<title>voeg in prédal &#8211; BuildSoft Support</title>
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		<title>Crack formation in preslabs</title>
		<link>https://support.buildsoft.eu/knowledge-base/crack-formation-in-preslabs/</link>
		
		<dc:creator><![CDATA[Dorien Elleboog]]></dc:creator>
		<pubDate>Tue, 29 Oct 2019 13:15:58 +0000</pubDate>
				<guid isPermaLink="false">http://buildsoftsupport.com/?post_type=ht_kb&#038;p=4765</guid>

					<description><![CDATA[As from Diamonds 2019r02, you can choose how the crack formation in the secondary direction (=z&#8217;-direction) of preslabs should be calculated: either using the total plate thickness either using the reduced plate thickness Used plate height to calculate crack formation in secondary direction: (e) This option is less conservative. It...]]></description>
										<content:encoded><![CDATA[<p>As from Diamonds 2019r02, you can choose how the crack formation in the secondary direction (=z&#8217;-direction) of preslabs should be calculated:</p>
<ul>
<li>either using the total plate thickness</li>
<li>either using the reduced plate thickness</li>
</ul>
<table>
<tbody>
<tr>
<td width="50%"><img decoding="async" loading="lazy" class="size-full wp-image-4766 aligncenter" src="http://buildsoftsupport.com/wp-content/uploads/2019/10/GereduceerdePlaatdikte1.jpg" alt="" width="436" height="267" srcset="https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte1.jpg 436w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte1-300x184.jpg 300w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte1-50x31.jpg 50w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte1-60x37.jpg 60w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte1-35x21.jpg 35w" sizes="(max-width: 436px) 100vw, 436px" /></td>
<td><img decoding="async" loading="lazy" class="size-large wp-image-4767 aligncenter" src="http://buildsoftsupport.com/wp-content/uploads/2019/10/GereduceerdePlaatdikte2.jpg" alt="" width="430" height="260" srcset="https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte2.jpg 430w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte2-300x181.jpg 300w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte2-50x30.jpg 50w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte2-60x36.jpg 60w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte2-35x21.jpg 35w" sizes="(max-width: 430px) 100vw, 430px" /></td>
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<td><img decoding="async" loading="lazy" class="aligncenter wp-image-4768 size-full" src="http://buildsoftsupport.com/wp-content/uploads/2019/10/GereduceerdePlaatdikte3.jpg" alt="" width="734" height="97" srcset="https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte3.jpg 734w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte3-300x40.jpg 300w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte3-50x7.jpg 50w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte3-60x8.jpg 60w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte3-35x5.jpg 35w" sizes="(max-width: 734px) 100vw, 734px" /></td>
<td><img decoding="async" loading="lazy" class="aligncenter wp-image-4769 " src="http://buildsoftsupport.com/wp-content/uploads/2019/10/GereduceerdePlaatdikte4.jpg" alt="" width="736" height="99" srcset="https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte4.jpg 736w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte4-300x40.jpg 300w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte4-50x7.jpg 50w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte4-60x8.jpg 60w, https://support.buildsoft.eu/wp-content/uploads/2019/10/GereduceerdePlaatdikte4-35x5.jpg 35w" sizes="(max-width: 736px) 100vw, 736px" /></td>
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<tr>
<td>Used plate height to calculate crack formation in secondary direction: (e)</p>
<p>This option is less conservative. It is used when the preslabs themselves (e.g. the elements with thickness (1)) have a large width (≈ 240cm) and with joints far away from the critical zones.</td>
<td>Used plate height to calculate crack formation in secondary direction: (e) &#8211; (1)</p>
<p>This is the most conservative option.</td>
</tr>
</tbody>
</table>
<p>Note: <a href="https://support.buildsoft.eu/knowledge-base/different-plate-types-and-their-properties/">this article</a> shows the reinforcement zones in the different plate types.</p>
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