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Reinforced masonry beams under shear load – Proposals for future designs / Bewehrte schubbeanspruchte Mauerwerksbalken – Vorschläge für zukünftige Bemessungen |
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| Authors: | Prof. Dr.‐Ing. Erhard Gunkler Johann Jakob Marx M. Eng. |
| Affiliation: | Hochschule Ostwestfalen – Lippe, University of Applied Sciences, 32756 Detmold, Emilienstra?e 45 |
| Abstract: | This article is written against the backdrop of the work of the European standardisation committees on the amendment of EN 1996‐1‐1 [N 4] which will also exert an influence on the design of reinforced masonry in Germany. This paper focusses on the design approaches of DIN EN 1996‐1‐1 for untensioned reinforced masonry beams under shear load in the ultimate limit state (ULS). Proposals are made to discuss their revision. The contents of E DIN 1053‐3 [N 3] and of the final draft of the guideline ”Flat Lintels” [7] are taken into account. |
| Keywords: | masonry beam shear capacity shear load bearing capacity design flat lintel deep beam reinforced masonry EC 6 DIN EN 1996‐1‐1 construction types compressive strength parallel to the bed joints Mauerwerksbalken Schubtragfä higkeit Querkrafttragfä higkeit Bemessung Flachsturz Trä ger, wandartiger Mauerwerk, bewehrtes EC 6 DIN EN 1996‐1‐1 Konstruktionsformen Druckfestigkeit parallel zu den Lagerfugen Berechnung/Bemessung ‐ analysis/design Technische Regelwerke ‐ technical rules and standards |