{"id":438935,"date":"2024-10-20T08:06:17","date_gmt":"2024-10-20T08:06:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-5091-42023\/"},"modified":"2024-10-26T15:11:16","modified_gmt":"2024-10-26T15:11:16","slug":"bs-iso-5091-42023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-5091-42023\/","title":{"rendered":"BS ISO 5091-4:2023"},"content":{"rendered":"<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>2<b><\/td>\n<td>undefined  <\/td>\n<\/tr>\n<tr>\n<td><b>7<b><\/td>\n<td>Foreword   <\/td>\n<\/tr>\n<tr>\n<td><b>8<b><\/td>\n<td>Introduction   <\/td>\n<\/tr>\n<tr>\n<td><b>9<b><\/td>\n<td>1 Scope  <br \/> 2 Normative references  <br \/> 3 Terms and definitions   <\/td>\n<\/tr>\n<tr>\n<td><b>10<b><\/td>\n<td>4 Investigation of existing structure  <br \/> 4.1 General  <br \/> 4.2 Investigation  <br \/> 4.2.1 Investigation using documents, records   <\/td>\n<\/tr>\n<tr>\n<td><b>11<b><\/td>\n<td>4.2.2 On-site investigation  <br \/> 5 Intervention design  <br \/> 5.1 General  <br \/> 5.2 Structural plan  <br \/> 5.3 Structural details   <\/td>\n<\/tr>\n<tr>\n<td><b>12<b><\/td>\n<td>6 Materials  <br \/> 6.1 General  <br \/> 6.2 Materials in existing structure  <br \/> 6.3 Materials used in repairing or strengthening parts  <br \/> 6.3.1 General   <\/td>\n<\/tr>\n<tr>\n<td><b>13<b><\/td>\n<td>6.3.2 Cementitious materials   <\/td>\n<\/tr>\n<tr>\n<td><b>14<b><\/td>\n<td>6.3.3 Reinforcing materials  <br \/> 6.3.4 Bonding products   <\/td>\n<\/tr>\n<tr>\n<td><b>15<b><\/td>\n<td>6.3.5 Filling materials  <br \/> 6.4 Characteristic values and design values of materials  <br \/> 6.4.1 General  <br \/> 6.4.2 Cementitious materials  <br \/> 6.4.3 Reinforcing materials  <br \/> 6.4.4 Bonding products  <br \/> 7 Actions  <br \/> 7.1 General  <br \/> 7.2 Actions for intervention design  <br \/> 8 Performance verification for repaired or strengthened structure  <br \/> 8.1 General   <\/td>\n<\/tr>\n<tr>\n<td><b>16<b><\/td>\n<td>8.2 Calculation of response values  <br \/> 8.2.1 General  <br \/> 8.2.2 Modelling of structure  <br \/> 8.2.3 Structural analysis  <br \/> 8.2.4 Calculation of response  <br \/> 8.3 Durability verification  <br \/> 8.4 Safety verification  <br \/> 8.4.1 General   <\/td>\n<\/tr>\n<tr>\n<td><b>17<b><\/td>\n<td>8.4.2 Verification related to failure   <\/td>\n<\/tr>\n<tr>\n<td><b>18<b><\/td>\n<td>8.5 Serviceability verification  <br \/> 8.5.1 General  <br \/> 8.5.2 Verification related to appearance  <br \/> 8.5.3 Verification related to vibration  <br \/> 8.5.4 Verification related to displacement and deformation  <br \/> 8.6 Seismic performance verification  <br \/> 8.7 Structural details  <br \/> 8.7.1 Arrangement of reinforcing materials and spacing of reinforcing steel   <\/td>\n<\/tr>\n<tr>\n<td><b>19<b><\/td>\n<td>8.7.2 Covering and jacketing thickness of reinforcing materials  <br \/> 8.7.3 Joints for lateral reinforcing materials  <br \/> 8.7.4 Anchorage of longitudinal reinforcement to footings  <br \/> 8.7.5 Intermediate penetrating tie  <br \/> 9 Construction  <br \/> 9.1 General   <\/td>\n<\/tr>\n<tr>\n<td><b>20<b><\/td>\n<td>9.2 Prior investigation and construction plan   <\/td>\n<\/tr>\n<tr>\n<td><b>21<b><\/td>\n<td>9.3 Surface treatment  <br \/> 9.4 Assembly of reinforcing materials   <\/td>\n<\/tr>\n<tr>\n<td><b>22<b><\/td>\n<td>9.5 Execution of concrete jacketing  <br \/> 9.6 Execution of mortar jacketing  <br \/> 9.6.1 Surface preparation  <br \/> 9.6.2 Storage, mixing and transportation of jacketing materials  <br \/> 9.6.3 Execution of mortar jacketing  <br \/> 9.6.4 Curing   <\/td>\n<\/tr>\n<tr>\n<td><b>23<b><\/td>\n<td>9.7 Surface protection  <br \/> 9.8 Quality control  <br \/> 9.9 Inspection  <br \/> 10 Records  <br \/> 11 Maintenance   <\/td>\n<\/tr>\n<tr>\n<td><b>24<b><\/td>\n<td>Annex A (informative)  Examples of design and execution   <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>Structural intervention of existing concrete structures using cementitious materials &#8211; Jacketing<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/bsi\/\"><b>BSI<\/b><\/a><\/td>\n<td>2023<\/td>\n<td>32<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":438945,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1249,2641],"product_tag":[],"class_list":{"0":"post-438935","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-080-40","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\/438935","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\/438945"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=438935"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=438935"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=438935"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}