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Fundament(S510.de) - Versionsgeschichte
2026-06-17T10:01:47Z
Versionsgeschichte dieser Seite in Baustatik-Wiki
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Gast: /* Quellen */
2016-03-09T10:51:13Z
<p><span class="autocomment">Quellen</span></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:51 Uhr</td>
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|Modul-Version = 2015.0240}}</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|Modul-Version = 2015.0240}}</div></td></tr>
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Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6665&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:50:35Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:50 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l42">Zeile 42:</td>
<td colspan="2" class="diff-lineno">Zeile 42:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Weitere Berechnungshinweise lassen sich dem EC2-1-1, 12.9.3<ref>EC2-1-1, 12.9.3</ref> entnehmen.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Weitere Berechnungshinweise lassen sich dem EC2-1-1, 12.9.3<ref>EC2-1-1, 12.9.3</ref> entnehmen.</div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"><br/></ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Ist einer der beiden Nachweise nicht erfüllt, so ist eine Bewehrung erforderlich.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Ist einer der beiden Nachweise nicht erfüllt, so ist eine Bewehrung erforderlich.</div></td></tr>
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Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6664&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:50:16Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:50 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l41">Zeile 41:</td>
<td colspan="2" class="diff-lineno">Zeile 41:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><math>f_{ctd,pl}</math> ist der Bemessungswert der Betonzugfestigkeit.<br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><math>f_{ctd,pl}</math> ist der Bemessungswert der Betonzugfestigkeit.<br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">Weitere Berechnungshinweise lassen sich dem EC2-1-1, 12.9.3<ref>EC2-1-1, 12.9.3</ref> entnehmen.</ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Ist einer der beiden Nachweise nicht erfüllt, so ist eine Bewehrung erforderlich.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Ist einer der beiden Nachweise nicht erfüllt, so ist eine Bewehrung erforderlich.</div></td></tr>
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Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6663&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:47:59Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:47 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l38">Zeile 38:</td>
<td colspan="2" class="diff-lineno">Zeile 38:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>:<math>0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot \sigma_{gd} }{f_{ctd,pl}}}</math><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>:<math>0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot \sigma_{gd} }{f_{ctd,pl}}}</math><br/></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><math>\sigma_{gd}</math>ist der Bemessungswert der Bodenpressung.<br/></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><math>\sigma_{gd}</math> ist der Bemessungswert der Bodenpressung.<br/></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><math>f_{ctd,pl}</math>ist der Bemessungswert der Betonzugfestigkeit.<br/></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><math>f_{ctd,pl}</math> ist der Bemessungswert der Betonzugfestigkeit.<br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
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Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6662&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:47:44Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
<col class="diff-marker" />
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:47 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l37">Zeile 37:</td>
<td colspan="2" class="diff-lineno">Zeile 37:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Der Zweite zu führende Nachweis ist die Überprüfung des Bemessungswertes der Betonzugspannung, diese muss kleiner ausfallen, als der Bemessungswert der Betonzugfestigkeit:<br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Der Zweite zu führende Nachweis ist die Überprüfung des Bemessungswertes der Betonzugspannung, diese muss kleiner ausfallen, als der Bemessungswert der Betonzugfestigkeit:<br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>:<math>0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot \sigma_{gd} }{f_{ctd,pl}}}</math></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>:<math>0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot \sigma_{gd} }{f_{ctd,pl}}}</math<ins style="font-weight: bold; text-decoration: none;">><br/></ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"><math>\sigma_{gd}</math>ist der Bemessungswert der Bodenpressung.<br/></ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"><math>f_{ctd,pl}</math>ist der Bemessungswert der Betonzugfestigkeit.<br/</ins>></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
</table>
Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6661&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:44:37Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="de">
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:44 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l37">Zeile 37:</td>
<td colspan="2" class="diff-lineno">Zeile 37:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Der Zweite zu führende Nachweis ist die Überprüfung des Bemessungswertes der Betonzugspannung, diese muss kleiner ausfallen, als der Bemessungswert der Betonzugfestigkeit:<br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Der Zweite zu führende Nachweis ist die Überprüfung des Bemessungswertes der Betonzugspannung, diese muss kleiner ausfallen, als der Bemessungswert der Betonzugfestigkeit:<br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>:<math>0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot \sigma_{gd} }{<del style="font-weight: bold; text-decoration: none;">f_ctd</del>,pl}}</math></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>:<math>0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot \sigma_{gd} }{<ins style="font-weight: bold; text-decoration: none;">f_{ctd</ins>,pl<ins style="font-weight: bold; text-decoration: none;">}</ins>}}</math></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
</table>
Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6660&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:44:17Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerloos/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
<col class="diff-marker" />
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<col class="diff-content" />
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:44 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l37">Zeile 37:</td>
<td colspan="2" class="diff-lineno">Zeile 37:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Der Zweite zu führende Nachweis ist die Überprüfung des Bemessungswertes der Betonzugspannung, diese muss kleiner ausfallen, als der Bemessungswert der Betonzugfestigkeit:<br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Der Zweite zu führende Nachweis ist die Überprüfung des Bemessungswertes der Betonzugspannung, diese muss kleiner ausfallen, als der Bemessungswert der Betonzugfestigkeit:<br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>:<math>\sigma_{<del style="font-weight: bold; text-decoration: none;">ctd</del>}<del style="font-weight: bold; text-decoration: none;">\le f_</del>{<del style="font-weight: bold; text-decoration: none;">ctd</del>}</math></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>:<math><ins style="font-weight: bold; text-decoration: none;">0,85 \cdot\frac{h_F}{a}\ge \sqrt{\frac{3\cdot </ins>\sigma_{<ins style="font-weight: bold; text-decoration: none;">gd} </ins>}{<ins style="font-weight: bold; text-decoration: none;">f_ctd,pl}</ins>}</math></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
</table>
Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6659&oldid=prev
Gast: /* unbewehrtes Fundament (Nachweis nach Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.) */
2016-03-09T10:36:28Z
<p><span class="autocomment">unbewehrtes Fundament (Nachweis nach Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.)</span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:36 Uhr</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l27">Zeile 27:</td>
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>===unbewehrtes Fundament (Nachweis nach <del style="font-weight: bold; text-decoration: none;">Fingerlots</del>/Litzner BK 2005, T.2, Abs. 8.2.3.<ref><del style="font-weight: bold; text-decoration: none;">Fingerlots</del>/Litzner BK 2005, T.2, Abs. 8.2.3.</ref>)<ref name = "Q1"></ref><ref name = "Q2"></ref>===</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>===unbewehrtes Fundament (Nachweis nach <ins style="font-weight: bold; text-decoration: none;">Fingerloos</ins>/Litzner BK 2005, T.2, Abs. 8.2.3.<ref><ins style="font-weight: bold; text-decoration: none;">Fingerloos</ins>/Litzner BK 2005, T.2, Abs. 8.2.3.</ref>)<ref name = "Q1"></ref><ref name = "Q2"></ref>===</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Es werden geotechnische Nachweise geführt und zusätzlich findet eine Überprüfung statt, ob das Fundament unbewehrt ausgeführt werden kann.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Es werden geotechnische Nachweise geführt und zusätzlich findet eine Überprüfung statt, ob das Fundament unbewehrt ausgeführt werden kann.</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Hierbei wird das Verhältnis von Fundamenthöhe zu Fundamentüberstand (Abstand des Fundamentrandes zum Stützenrand) maßgebend.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Hierbei wird das Verhältnis von Fundamenthöhe zu Fundamentüberstand (Abstand des Fundamentrandes zum Stützenrand) maßgebend.</div></td></tr>
</table>
Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6658&oldid=prev
Gast am 9. März 2016 um 10:35 Uhr
2016-03-09T10:35:38Z
<p></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. März 2016, 10:35 Uhr</td>
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><br/></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>===unbewehrtes Fundament (Nachweis nach Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.)<ref name = "Q1"></ref><ref name = "Q2"></ref>===</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>===unbewehrtes Fundament (Nachweis nach Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.<ins style="font-weight: bold; text-decoration: none;"><ref>Fingerlots/Litzner BK 2005, T.2, Abs. 8.2.3.</ref></ins>)<ref name = "Q1"></ref><ref name = "Q2"></ref>===</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Es werden geotechnische Nachweise geführt und zusätzlich findet eine Überprüfung statt, ob das Fundament unbewehrt ausgeführt werden kann.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Es werden geotechnische Nachweise geführt und zusätzlich findet eine Überprüfung statt, ob das Fundament unbewehrt ausgeführt werden kann.</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Hierbei wird das Verhältnis von Fundamenthöhe zu Fundamentüberstand (Abstand des Fundamentrandes zum Stützenrand) maßgebend.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Hierbei wird das Verhältnis von Fundamenthöhe zu Fundamentüberstand (Abstand des Fundamentrandes zum Stützenrand) maßgebend.</div></td></tr>
</table>
Gast
https://baustatik-wiki.fiw.hs-wismar.de/mediawiki/index.php?title=Fundament(S510.de)&diff=6476&oldid=prev
Gbolle am 20. Februar 2016 um 18:48 Uhr
2016-02-20T18:48:57Z
<p></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 20. Februar 2016, 18:48 Uhr</td>
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Quellen==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Quellen==</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><references /></div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div><references /></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"><br /></ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>{{Seiteninfo(mb)</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>{{Seiteninfo(mb)</div></td></tr>
</table>
Gbolle