{"id":2246,"date":"2016-01-16T09:13:42","date_gmt":"2016-01-16T08:13:42","guid":{"rendered":"http:\/\/www.designfix.de\/de\/?p=2246"},"modified":"2017-03-18T16:16:10","modified_gmt":"2017-03-18T15:16:10","slug":"etag001-tr045-section-5-3b","status":"publish","type":"post","link":"https:\/\/www.designfix.de\/de\/etag001-tr045-section-5-3b\/","title":{"rendered":"Erdbebenbelastung ETAG 001, TR 045 Abschnitt 5.3b"},"content":{"rendered":"<p>[et_pb_section bb_built=&#8220;1&#8243; admin_label=&#8220;section&#8220;][et_pb_row admin_label=&#8220;row&#8220; make_fullwidth=&#8220;off&#8220; use_custom_width=&#8220;off&#8220; width_unit=&#8220;on&#8220; use_custom_gutter=&#8220;off&#8220; gutter_width=&#8220;3&#8243; custom_padding=&#8220;||0px|&#8220; padding_mobile=&#8220;off&#8220; allow_player_pause=&#8220;off&#8220; parallax=&#8220;off&#8220; parallax_method=&#8220;off&#8220; make_equal=&#8220;off&#8220; parallax_1=&#8220;off&#8220; parallax_method_1=&#8220;off&#8220; column_padding_mobile=&#8220;on&#8220;][et_pb_column type=&#8220;4_4&#8243;][et_pb_text admin_label=&#8220;Text&#8220; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; text_font_size=&#8220;14&#8243; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220;]<\/p>\n<p><strong>Was ist mit Bemessung f\u00fcr duktiles Stahlversagen der D\u00fcbel nach TR 045, Abschnitt 5.3b?<\/strong><\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=&#8220;Row&#8220; make_fullwidth=&#8220;off&#8220; use_custom_width=&#8220;off&#8220; width_unit=&#8220;on&#8220; use_custom_gutter=&#8220;off&#8220; gutter_width=&#8220;3&#8243; custom_padding=&#8220;||0px|&#8220; padding_mobile=&#8220;off&#8220; allow_player_pause=&#8220;off&#8220; parallax=&#8220;off&#8220; parallax_method=&#8220;off&#8220; make_equal=&#8220;off&#8220; parallax_1=&#8220;off&#8220; parallax_method_1=&#8220;off&#8220; parallax_2=&#8220;off&#8220; parallax_method_2=&#8220;off&#8220; column_padding_mobile=&#8220;on&#8220;][et_pb_column type=&#8220;1_4&#8243;][et_pb_image admin_label=&#8220;Image&#8220; src=&#8220;https:\/\/www.designfix.de\/wp-content\/uploads\/2015\/11\/FeatAnchorseismic.png&#8220; show_in_lightbox=&#8220;off&#8220; url_new_window=&#8220;off&#8220; animation=&#8220;left&#8220; sticky=&#8220;off&#8220; align=&#8220;left&#8220; force_fullwidth=&#8220;off&#8220; always_center_on_mobile=&#8220;on&#8220; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220; \/][\/et_pb_column][et_pb_column type=&#8220;3_4&#8243;][et_pb_text admin_label=&#8220;Text&#8220; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; text_font_size=&#8220;14&#8243; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220;]<\/p>\n<p><span style=\"text-decoration: underline;\">Der Technical Report TR 045 enth\u00e4lt verschiedene Bemessungsoptionen:<\/span><\/p>\n<ul>\n<li>Kapazit\u00e4tsbemessung nach <strong>TR 045, Abschnitt 5.3a1<\/strong><\/li>\n<li>Elastische Bemessung nach <strong>TR 045, Abschnitt 5.3a2<\/strong><\/li>\n<li>Bemessung f\u00fcr duktiles Stahlversagen der D\u00fcbel nach <strong>TR 045, Abschnitt 5.3b<\/strong><\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=&#8220;Row&#8220; make_fullwidth=&#8220;off&#8220; use_custom_width=&#8220;off&#8220; width_unit=&#8220;on&#8220; use_custom_gutter=&#8220;off&#8220; gutter_width=&#8220;3&#8243; custom_padding=&#8220;0px|||&#8220; padding_mobile=&#8220;off&#8220; custom_margin=&#8220;0px|||&#8220; allow_player_pause=&#8220;off&#8220; parallax=&#8220;off&#8220; parallax_method=&#8220;off&#8220; make_equal=&#8220;off&#8220; parallax_1=&#8220;off&#8220; parallax_method_1=&#8220;off&#8220; column_padding_mobile=&#8220;on&#8220;][et_pb_column type=&#8220;4_4&#8243;][et_pb_text admin_label=&#8220;Text&#8220; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; text_font_size=&#8220;14&#8243; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220;]<\/p>\n<ul>\n<li style=\"text-align: justify;\">Bei der <strong>Kapazit\u00e4tsbemessung<\/strong> wird die Befestigung f\u00fcr die maximale Last bemessen, die das Anbauteil \u00fcbertragen kann. Dadurch ist die Befestigung gegen eine \u00dcberlastung gesch\u00fctzt und es ist auch spr\u00f6des Betonversagen zul\u00e4ssig.<\/li>\n<li style=\"text-align: justify;\">Bei der <strong>elastischen Bemessung<\/strong> wird die Befestigung f\u00fcr die maximale Belastung bemessen, die sich im Grenzzustand der Tragf\u00e4higkeit (ULS) aus den Lastkombinationen mit Erdbebenlasten <em>E<sub>E,d<\/sub><\/em> nach EN 1998-1:2004 ergibt. Dabei wird elastisches Verhalten der Befestigung und des Bauteils angenommen. Modellunsicherheiten bei der Ermittlung der auf die Befestigung einwirkenden Erdbebenlast sind zu ber\u00fccksichtigen.<\/li>\n<li style=\"text-align: justify;\">Bei der <strong>Bemessung f\u00fcr duktiles Stahlversagen<\/strong> der D\u00fcbel sind zus\u00e4tzliche Duktilit\u00e4tsbedingungen zu erf\u00fcllen. Dadurch wird Stahlversagen der D\u00fcbel gew\u00e4hrleistet und spr\u00f6des Betonversagen mit hoher Wahrscheinlichkeit ausgeschlossen. Handels\u00fcbliche D\u00fcbel erf\u00fcllen die Duktilit\u00e4tsbedingungen in der Regel nicht. Deshalb wird die Bemessungsoption &#8222;Duktiles Stahlversagen&#8220; in DesignFiX nicht ber\u00fccksichtigt.<\/li>\n<\/ul>\n<p>[\/et_pb_text][et_pb_text admin_label=&#8220;Text&#8220; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; text_font_size=&#8220;14&#8243; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220;]<\/p>\n<p style=\"text-align: justify;\"><em>Kapazit\u00e4tsbemessung:<\/em><br \/>\nDie Bemessung erfolgt f\u00fcr die maximale Last, die durch das aufgeschwei\u00dfte Anbauteil \u00fcbertragen werden kann. Geben Sie hierf\u00fcr im 3D-Modell entweder die maximalen Zug- und\/oder Querlasten ein, die Flie\u00dfen des auf die Ankerplatte aufgeschwei\u00dften Anbauteils hervorrufen (Bild 41a) (eventuelle \u00dcberfestigkeiten des Stahls sind dabei zu ber\u00fccksichtigen) oder die Maximallast, die durch das aufgeschwei\u00dfte nicht-flie\u00dfende Anbauteil oder das Bauwerk auf die Befestigung \u00fcbertragen werden kann (Bild 41b).<\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=&#8220;Row&#8220;][et_pb_column type=&#8220;1_3&#8243;][et_pb_image admin_label=&#8220;Image&#8220; src=&#8220;https:\/\/www.designfix.de\/wp-content\/uploads\/2016\/01\/gb_anchordesignimg41.png&#8220; show_in_lightbox=&#8220;on&#8220; url_new_window=&#8220;off&#8220; animation=&#8220;left&#8220; sticky=&#8220;off&#8220; align=&#8220;left&#8220; force_fullwidth=&#8220;off&#8220; always_center_on_mobile=&#8220;on&#8220; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220; \/][\/et_pb_column][et_pb_column type=&#8220;2_3&#8243;][et_pb_text admin_label=&#8220;Text&#8220; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; text_font_size=&#8220;14&#8243; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220;]<\/p>\n<p><strong>Bild 41<\/strong>:<br \/>\nSchutz der Befestigung bei Erdbeben (Kapazit\u00e4tsbemessung)<\/p>\n<ul>\n<li>a) Flie\u00dfen des Anbauteils<\/li>\n<li>b) Tragf\u00e4higkeit des Anbauteils<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=&#8220;Row&#8220; make_fullwidth=&#8220;off&#8220; use_custom_width=&#8220;off&#8220; width_unit=&#8220;on&#8220; use_custom_gutter=&#8220;off&#8220; gutter_width=&#8220;3&#8243; custom_padding=&#8220;||0px|&#8220; padding_mobile=&#8220;off&#8220; allow_player_pause=&#8220;off&#8220; parallax=&#8220;off&#8220; parallax_method=&#8220;off&#8220; make_equal=&#8220;off&#8220; parallax_1=&#8220;off&#8220; parallax_method_1=&#8220;off&#8220; column_padding_mobile=&#8220;on&#8220;][et_pb_column type=&#8220;4_4&#8243;][et_pb_text admin_label=&#8220;Text&#8220; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220;]<\/p>\n<p style=\"text-align: justify;\"><em>Elastische Bemessung:<\/em><br \/>\nGeben Sie bei elastischer Bemessung im 3D-Modell die Maximallasten f\u00fcr die Lastkombinationen mit Erdbebenlasten <em>E<sub>E,d<\/sub><\/em> nach EN 1998-1:2004 ein. Die Lasten sind f\u00fcr den Grenzzustand der Tragf\u00e4higkeit (ULS) unter Annahme elastischen Verhaltens der Befestigung und des Anbauteils zu ermitteln. Modellunsicherheiten sind zu ber\u00fccksichtigen. Bei Verbindungen tragender Bauteile sind die Einwirkungen gem\u00e4\u00df EN 1998-1:2004 f\u00fcr einen Verhaltensbeiwert <em>q<\/em> = 1,0 zu bestimmen. F\u00fcr Befestigungen nicht tragender Bauteile betr\u00e4gt der Verhaltensbeiwert <em>q<sub>a<\/sub><\/em> = 1,0. Werden die Einwirkungen basierend auf der vereinfachten Methode gem\u00e4\u00df TR 045, Abschnitt 5.5.4 mit einem Verhaltensbeiwert <em>q<sub>a<\/sub><\/em> = 1,0 bestimmt, dann sind sie mit einem Vergr\u00f6\u00dferungsfaktor von 1,5 zu multiplizieren. Wird demgegen\u00fcber ein genaueres Modell verwendet, dann darf dieser Vergr\u00f6\u00dferungsfaktor entfallen.<\/p>\n<p style=\"text-align: justify;\">F\u00fcr den Bemessungswert <em>E<sub>E,d<\/sub><\/em> der seismischen Einwirkungen gilt EN 1998-1:2004. Zus\u00e4tzliche Bestimmungen einschlie\u00dflich von Angaben \u00fcber vertikale Einwirkungen auf nicht tragende Bauteile sind TR 045, Abschnitt 5.5 zu entnehmen. Es ist davon auszugehen, dass die maximalen Einwirkungen unter Zug- und Querlast gleichzeitig auftreten. Hiervon darf nur abgewichen werden, wenn ein genaueres Modell verwendet wird.<\/p>\n<p style=\"text-align: justify;\">Weitere ausf\u00fchrliche Informationen zu diesem Thema finden Sie in unserer <a href=\"https:\/\/www.designfix.de\/de\/help\/d_anchor_design.htm\" target=\"_blank\">DesignFiX Programmdokumentation im Abschnitt Erdbebenlasten<\/a>.<\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section bb_built=&#8220;1&#8243; admin_label=&#8220;Section Post Werbung D&#8220; fullwidth=&#8220;off&#8220; specialty=&#8220;off&#8220; transparent_background=&#8220;on&#8220; background_color=&#8220;#eeee22&#8243; allow_player_pause=&#8220;off&#8220; inner_shadow=&#8220;off&#8220; parallax=&#8220;off&#8220; parallax_method=&#8220;off&#8220; padding_mobile=&#8220;off&#8220; make_fullwidth=&#8220;off&#8220; use_custom_width=&#8220;off&#8220; width_unit=&#8220;on&#8220; make_equal=&#8220;off&#8220; use_custom_gutter=&#8220;off&#8220; gutter_width=&#8220;3&#8243; global_module=&#8220;1661&#8243;][et_pb_row admin_label=&#8220;Row&#8220; 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global_parent=&#8220;1661&#8243; make_fullwidth=&#8220;off&#8220; use_custom_width=&#8220;off&#8220; width_unit=&#8220;on&#8220; use_custom_gutter=&#8220;off&#8220; gutter_width=&#8220;3&#8243; padding_mobile=&#8220;off&#8220; allow_player_pause=&#8220;off&#8220; parallax=&#8220;off&#8220; parallax_method=&#8220;off&#8220; make_equal=&#8220;off&#8220; parallax_1=&#8220;off&#8220; parallax_method_1=&#8220;off&#8220; parallax_2=&#8220;off&#8220; parallax_method_2=&#8220;off&#8220; column_padding_mobile=&#8220;on&#8220;][et_pb_column type=&#8220;1_2&#8243;][et_pb_image admin_label=&#8220;Image&#8220; global_parent=&#8220;1661&#8243; src=&#8220;https:\/\/www.designfix.de\/wp-content\/uploads\/2015\/12\/CraneFix.png&#8220; show_in_lightbox=&#8220;off&#8220; url_new_window=&#8220;off&#8220; animation=&#8220;off&#8220; sticky=&#8220;off&#8220; align=&#8220;left&#8220; force_fullwidth=&#8220;off&#8220; always_center_on_mobile=&#8220;on&#8220; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220; \/][\/et_pb_column][et_pb_column type=&#8220;1_2&#8243;][et_pb_cta admin_label=&#8220;Call To Action&#8220; global_parent=&#8220;1661&#8243; title=&#8220;Inhalt der DesignFiX &#8211; Demoversion&#8220; url_new_window=&#8220;off&#8220; use_background_color=&#8220;off&#8220; background_color=&#8220;#7EBEC5&#8243; background_layout=&#8220;light&#8220; text_orientation=&#8220;left&#8220; use_border_color=&#8220;off&#8220; border_color=&#8220;#ffffff&#8220; border_style=&#8220;solid&#8220; custom_button=&#8220;off&#8220; button_letter_spacing=&#8220;0&#8243; button_use_icon=&#8220;default&#8220; button_icon_placement=&#8220;right&#8220; button_on_hover=&#8220;on&#8220; button_letter_spacing_hover=&#8220;0&#8243; button_url=&#8220;\/de\/download-d\/&#8220; button_text=&#8220;Download&#8220;]<\/p>\n<p style=\"text-align: justify;\">Diese Demoversion ist prim\u00e4r f\u00fcr Ankerhersteller und H\u00e4ndler konzipiert und enth\u00e4lt das Produktsortiment einer virtuellen Firma mit der Bezeichnung <a href=\"\/de\/your-company\/\">Your Company<\/a>. Die implementierten Produkte bestehen aus chemischen und mechanischen Ankern. Weitere Informationen zum Thema Installation und <a href=\"\/de\/systemvoraussetzungen\/\">Systemvoraussetzungen<\/a>.<\/p>\n<p>[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Erdbebenbelastung: Was ist mit Bemessung f\u00fcr duktiles Stahlversagen der D\u00fcbel nach ETAG 001 TR 045, Abschnitt 5.3b?<\/p>\n","protected":false},"author":10,"featured_media":2233,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","jetpack_post_was_ever_published":false,"_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":true,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[11,50],"tags":[13,14,15],"class_list":["post-2246","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-etag001","category-wissensdatenbank","tag-etag-de","tag-tr045-de","tag-erdbeben"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.4 (Yoast SEO v27.4) - 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