https://itp-zeitschel.de/wiki/index.php?action=history&feed=atom&title=L_Bemessung_im_konstruktiven_Betonbau 2026-06-14T19:41:41Z Versionsgeschichte dieser Seite in ITP MediaWiki 1.39.1 https://itp-zeitschel.de/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau&diff=2480&oldid=prev 2019-11-19T14:19:43Z

<p>Schützte „<a href="/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau" title="L Bemessung im konstruktiven Betonbau">L Bemessung im konstruktiven Betonbau</a>“ ([Bearbeiten=Nur Administratoren erlauben] (unbeschränkt) [Verschieben=Nur Administratoren erlauben] (unbeschränkt))</p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <tr class="diff-title" lang="de"> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">Version vom 19. November 2019, 14:19 Uhr</td> </tr><tr><td colspan="2" class="diff-notice" lang="de"><div class="mw-diff-empty">(kein Unterschied)</div> </td></tr></table>

Lutz https://itp-zeitschel.de/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau&diff=229&oldid=prev 2019-08-06T13:43:12Z

<p></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 6. August 2019, 13:43 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</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><del style="font-weight: bold; text-decoration: none;">Brückenbau</del>, <del style="font-weight: bold; text-decoration: none;">Temperaturgradienten</del>, <del style="font-weight: bold; text-decoration: none;">Plattenbalken</del>, <del style="font-weight: bold; text-decoration: none;">Spannwege</del>, <del style="font-weight: bold; text-decoration: none;">konzentrierte Lasteinleitung</del>, <del style="font-weight: bold; text-decoration: none;">Koppelfugen</del>, <del style="font-weight: bold; text-decoration: none;">Mindestbewehrung</del>, <del style="font-weight: bold; text-decoration: none;">Robustheitsbewehrung</del>, <del style="font-weight: bold; text-decoration: none;">Durchbiegung, häufige Querschnitte, Gussknoten, zusätzliches Fachwerk, längsträgerlose Fahrbahnen, mitwirkende Gurtbreite, spannungslose Werkstattform, Nachweis </del>der <del style="font-weight: bold; text-decoration: none;">Ermüdungsfestigkeit, Verbundmittel, Verdübelung, Fahrbahnplatten </del>mit <del style="font-weight: bold; text-decoration: none;">Betonfertigteilen, Schienenspannungen, Lagerbemessung, Restnutzungsdauer, Dickblechbrücke</del></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><ins style="font-weight: bold; text-decoration: none;">== Autor ==</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;">Zilch; K. und Zehetmaier; G.</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;">== Titel ==</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;">Bemessung im konstruktiven Betonbau</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;">== Schlagwörter ==</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;">DIN und EC</ins>, <ins style="font-weight: bold; text-decoration: none;">Schulterschub</ins>, <ins style="font-weight: bold; text-decoration: none;">Mindestquerkraftbewehrungsgrad</ins>, <ins style="font-weight: bold; text-decoration: none;">Mindestquerkraftbewehrung</ins>, <ins style="font-weight: bold; text-decoration: none;">Torsion</ins>, <ins style="font-weight: bold; text-decoration: none;">Rissbreitennachweis</ins>, <ins style="font-weight: bold; text-decoration: none;">Tragverhalten eines Einfeldbalkens (Biegung</ins>, <ins style="font-weight: bold; text-decoration: none;">Längskraft</ins>, <ins style="font-weight: bold; text-decoration: none;">Querkraft).- Grundlagen der Bemessung im Grenzzustand </ins>der <ins style="font-weight: bold; text-decoration: none;">Tragfähigkeit.- Bemessung für Biegung </ins>mit <ins style="font-weight: bold; text-decoration: none;">Längskraft (GZT).- Bemessung für Querkraft (GZT).- Bemessung für Torsion (GZT).- Verformungsverhalten von Stahlbetontragwerken.- Grenzzustand der Gebrauchstauglichkeit.- Besonderheiten bei statisch unbestimmten Balken.- Grundlagen des Bewehrens von Stahlbetonbauteilen.-</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" 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><del style="font-weight: bold; text-decoration: none;">{| class</del>=<del style="font-weight: bold; text-decoration: none;">&quot;wikitable&quot;</del></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>=<ins style="font-weight: bold; text-decoration: none;">= </ins>Standort <ins style="font-weight: bold; text-decoration: none;">==</ins></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><del style="font-weight: bold; text-decoration: none;">|-</del></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>Bücherregal</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><del style="font-weight: bold; text-decoration: none;">! Kurzbeschreibung !! </del>Standort</div></td><td colspan="2" class="diff-side-added"></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><del style="font-weight: bold; text-decoration: none;">|-</del></div></td><td colspan="2" class="diff-side-added"></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><del style="font-weight: bold; text-decoration: none;">| Zilch; K. und Zehetmaier; G.: &quot;Bemessung im konstruktiven Betonbau&quot; </del></div></td><td colspan="2" class="diff-side-added"></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><del style="font-weight: bold; text-decoration: none;"> || &lt;small&gt;</del>Bücherregal<del style="font-weight: bold; text-decoration: none;">&lt;/small&gt;</del></div></td><td colspan="2" class="diff-side-added"></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><del style="font-weight: bold; text-decoration: none;">|}</del></div></td><td colspan="2" class="diff-side-added"></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> </div></td><td colspan="2" class="diff-side-added"></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><del style="font-weight: bold; text-decoration: none;">Schlagwörter: DIN und EC, Schulterschub, Mindestquerkraftbewehrungsgrad, Mindestquerkraftbewehrung, Torsion, Rissbreitennachweis</del></div></td><td colspan="2" class="diff-side-added"></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> </div></td><td colspan="2" class="diff-side-added"></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><del style="font-weight: bold; text-decoration: none;">Tragverhalten eines Einfeldbalkens (Biegung, Längskraft, Querkraft).- Grundlagen der Bemessung im Grenzzustand der Tragfähigkeit.- Bemessung für Biegung mit Längskraft (GZT).- Bemessung für Querkraft (GZT).- Bemessung für Torsion (GZT).- Verformungsverhalten von Stahlbetontragwerken.- Grenzzustand der Gebrauchstauglichkeit.- Besonderheiten bei statisch unbestimmten Balken.- Grundlagen des Bewehrens von Stahlbetonbauteilen.-</del></div></td><td colspan="2" class="diff-side-added"></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;"><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>[[Kategorie:Massivbau]]</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>[[Kategorie:Massivbau]]</div></td></tr> </table>

Lutz https://itp-zeitschel.de/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau&diff=228&oldid=prev 2019-08-06T13:41:04Z

<p></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 6. August 2019, 13:41 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</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;">Brückenbau, Temperaturgradienten, Plattenbalken, Spannwege, konzentrierte Lasteinleitung, Koppelfugen, Mindestbewehrung, Robustheitsbewehrung, Durchbiegung, häufige Querschnitte, Gussknoten, zusätzliches Fachwerk, längsträgerlose Fahrbahnen, mitwirkende Gurtbreite, spannungslose Werkstattform, Nachweis der Ermüdungsfestigkeit, Verbundmittel, Verdübelung, Fahrbahnplatten mit Betonfertigteilen, Schienenspannungen, Lagerbemessung, Restnutzungsdauer, Dickblechbrücke</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;"></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>{| class=&quot;wikitable&quot;</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>{| class=&quot;wikitable&quot;</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>|-</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>|-</div></td></tr> </table>

Lutz https://itp-zeitschel.de/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau&diff=189&oldid=prev 2019-08-06T07:46:22Z

<p></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 6. August 2019, 07:46 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l8">Zeile 8:</td> <td colspan="2" class="diff-lineno">Zeile 8:</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>Schlagwörter: DIN und EC, Schulterschub, Mindestquerkraftbewehrungsgrad, Mindestquerkraftbewehrung, Torsion, Rissbreitennachweis</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>Schlagwörter: DIN und EC, Schulterschub, Mindestquerkraftbewehrungsgrad, Mindestquerkraftbewehrung, Torsion, Rissbreitennachweis</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;"></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;">Tragverhalten eines Einfeldbalkens (Biegung, Längskraft, Querkraft).- Grundlagen der Bemessung im Grenzzustand der Tragfähigkeit.- Bemessung für Biegung mit Längskraft (GZT).- Bemessung für Querkraft (GZT).- Bemessung für Torsion (GZT).- Verformungsverhalten von Stahlbetontragwerken.- Grenzzustand der Gebrauchstauglichkeit.- Besonderheiten bei statisch unbestimmten Balken.- Grundlagen des Bewehrens von Stahlbetonbauteilen.-</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;"></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>[[Kategorie:Massivbau]]</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>[[Kategorie:Massivbau]]</div></td></tr> </table>

Lutz https://itp-zeitschel.de/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau&diff=188&oldid=prev 2019-08-06T07:44:11Z

<p></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 6. August 2019, 07:44 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3">Zeile 3:</td> <td colspan="2" class="diff-lineno">Zeile 3:</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>! Kurzbeschreibung !! Standort</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>! Kurzbeschreibung !! Standort</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>|-</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>|-</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>| Zilch; K. und Zehetmaier; G.: &quot;Bemessung im konstruktiven Betonbau<del style="font-weight: bold; text-decoration: none;">; </del></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>| Zilch; K. und Zehetmaier; G.: &quot;Bemessung im konstruktiven Betonbau<ins style="font-weight: bold; text-decoration: none;">&quot; </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>  || &lt;small&gt;Bücherregal&lt;/small&gt;</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>  || &lt;small&gt;Bücherregal&lt;/small&gt;</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>|}</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>|}</div></td></tr> </table>

Lutz https://itp-zeitschel.de/wiki/index.php?title=L_Bemessung_im_konstruktiven_Betonbau&diff=187&oldid=prev 2019-08-06T07:43:39Z

<p>Die Seite wurde neu angelegt: „{| class=&quot;wikitable&quot; |- ! Kurzbeschreibung !! Standort |- | Zilch; K. und Zehetmaier; G.: &quot;Bemessung im konstruktiven Betonbau; || &lt;small&gt;Bücherregal&lt;/small…“</p> <p><b>Neue Seite</b></p><div>{| class=&quot;wikitable&quot;<br /> |-<br /> ! Kurzbeschreibung !! Standort<br /> |-<br /> | Zilch; K. und Zehetmaier; G.: &quot;Bemessung im konstruktiven Betonbau; <br /> || &lt;small&gt;Bücherregal&lt;/small&gt;<br /> |}<br /> <br /> Schlagwörter: DIN und EC, Schulterschub, Mindestquerkraftbewehrungsgrad, Mindestquerkraftbewehrung, Torsion, Rissbreitennachweis<br /> <br /> [[Kategorie:Massivbau]]</div>

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