{"id":218317,"date":"2024-10-19T14:09:44","date_gmt":"2024-10-19T14:09:44","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-1996-32006\/"},"modified":"2024-10-25T07:23:24","modified_gmt":"2024-10-25T07:23:24","slug":"bs-en-1996-32006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-1996-32006\/","title":{"rendered":"BS EN 1996-3:2006"},"content":{"rendered":"
    \n
  1. \n

    P The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-3.<\/p>\n

    \n

    NOTE: Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements are not considered. Eurocode 6 does not cover the special requirements of seismic design.<\/p>\n<\/blockquote>\n<\/li>\n

  2. \n

    P EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:<\/p>\n

      \n
    • \n

      walls subjected to vertical loading and wind loading;<\/p>\n<\/li>\n

    • \n

      walls subjected to concentrated loads;<\/p>\n<\/li>\n

    • \n

      shear walls;<\/p>\n<\/li>\n

    • \n

      basement walls subjected to lateral earth pressure and vertical loads;<\/p>\n<\/li>\n

    • \n

      walls subjected to lateral loads but not subjected to vertical loads.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n

    • \n

      P The rules given in EN 1996-3 are consistent with those given in EN 1996-1-1, but are more conservative in respect of the conditions and limitations of their use.<\/p>\n<\/li>\n

    • \n

      For those types of masonry structure or parts of structures not covered by (1), the design shall be based on EN 1996-1-1.<\/p>\n<\/li>\n

    • \n

      This EN 1996-3 applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2.<\/p>\n<\/li>\n

    • \n

      The simplified calculation methods given in this EN 1996-3 do not cover the design for accidental situations.<\/p>\n<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

      Eurocode 6. Design of masonry structures – Simplified calculation methods for unreinforced masonry structures<\/b><\/p>\n\n\n\n\n
      Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
      BSI<\/b><\/a><\/td>\n2010<\/td>\n46<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218321,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1248,2641],"product_tag":[],"class_list":{"0":"post-218317","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-080-30","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/218317","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/218321"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218317"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218317"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218317"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}