{"id":2711,"date":"2016-06-03T17:16:56","date_gmt":"2016-06-03T15:16:56","guid":{"rendered":"http:\/\/www.3pplast.it\/en\/dati-tecnici-strutturali-kappax-h55-h70\/"},"modified":"2016-06-03T17:48:36","modified_gmt":"2016-06-03T15:48:36","slug":"kappax-h55-h70-technical-specifications","status":"publish","type":"page","link":"https:\/\/3pplast.it\/en\/kappax-h55-h70-technical-specifications\/","title":{"rendered":"Kappax H55-H70 technical specifications"},"content":{"rendered":"<div style=\"text-align: left;\">\n<h3>Pre-dimensioning table<\/h3>\n<p><a href=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/predimensionamento_gr_eng.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-2714 aligncenter\" src=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/predimensionamento_gr_eng.jpg\" alt=\"predimensionamento_gr_eng\" width=\"800\" height=\"462\" srcset=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/predimensionamento_gr_eng.jpg 800w, https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/predimensionamento_gr_eng-300x173.jpg 300w, https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/predimensionamento_gr_eng-768x444.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><\/a>The table shows the maximum applicable load, obtained as a result of the sum of the incidental and permanent loads, in relation to the thickness of the upper slab and the type of arc-welded mesh.<\/p>\n<p>The ultimate strength mechanism of the slab is shown in different colours. In-depth study is required for special load conditions (concentrated loads for example).<\/p>\n<p>&nbsp;<\/p>\n<h3>MAXIMUM PRESSURE ON THE GROUND<\/h3>\n<h3>Load distributed on the basis of type of lean concrete<\/h3>\n<p>Table of geometrical characteristics<\/p>\n<h3><a href=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/pressione_gr_eng.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-2719 aligncenter\" src=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/pressione_gr_eng.jpg\" alt=\"pressione_gr_eng\" width=\"800\" height=\"465\" srcset=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/pressione_gr_eng.jpg 800w, https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/pressione_gr_eng-300x174.jpg 300w, https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/pressione_gr_eng-768x446.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><\/a><\/h3>\n<p>The graph shows the curves indicating the trend of the maximum pressure on the ground on the basis of the load distributed on the slab.<br \/>\nOn the basis of the value of the load, the thickness and type of lean concrete (reinforced or not) we can obtain the value of the maximum pressure on the ground.e on the ground.<br \/>\n0,1 N\/mm\u00b2 =1 kg\/cm\u00b2<\/p>\n<h3><a href=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/cassero_gr_eng.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-2725 aligncenter\" src=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/cassero_gr_eng.jpg\" alt=\"cassero_gr_eng\" width=\"800\" height=\"459\" srcset=\"https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/cassero_gr_eng.jpg 800w, https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/cassero_gr_eng-300x172.jpg 300w, https:\/\/3pplast.it\/wp-content\/uploads\/2016\/06\/cassero_gr_eng-768x441.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><\/a><\/h3>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Pre-dimensioning table The table shows the maximum applicable load, obtained as a result of the sum of the incidental and permanent loads, in relation to the thickness of the upper slab and the type of arc-welded mesh. The ultimate strength mechanism of the slab is shown in different colours. In-depth study is required for special [&hellip;]<\/p>\n","protected":false},"author":15,"featured_media":0,"parent":0,"menu_order":14,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-2711","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/pages\/2711","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/users\/15"}],"replies":[{"embeddable":true,"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/comments?post=2711"}],"version-history":[{"count":3,"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/pages\/2711\/revisions"}],"predecessor-version":[{"id":2731,"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/pages\/2711\/revisions\/2731"}],"wp:attachment":[{"href":"https:\/\/3pplast.it\/en\/wp-json\/wp\/v2\/media?parent=2711"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}