{"version":"1.0","provider_name":"Teor\u00eda de construcci\u00f3n","provider_url":"https:\/\/teoriadeconstruccion.net\/blog","author_name":"luissantalla","author_url":"https:\/\/teoriadeconstruccion.net\/blog\/author\/luissantalla\/","title":"Zapata aislada - Teor\u00eda de construcci\u00f3n","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"anBdI3J1zy\"><a href=\"https:\/\/teoriadeconstruccion.net\/blog\/zapata-aislada\/\">Zapata aislada<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/teoriadeconstruccion.net\/blog\/zapata-aislada\/embed\/#?secret=anBdI3J1zy\" width=\"600\" height=\"338\" title=\"\u00abZapata aislada\u00bb \u2014 Teor\u00eda de construcci\u00f3n\" data-secret=\"anBdI3J1zy\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script>\n\/*! This file is auto-generated *\/\n!function(d,l){\"use strict\";l.querySelector&&d.addEventListener&&\"undefined\"!=typeof URL&&(d.wp=d.wp||{},d.wp.receiveEmbedMessage||(d.wp.receiveEmbedMessage=function(e){var t=e.data;if((t||t.secret||t.message||t.value)&&!\/[^a-zA-Z0-9]\/.test(t.secret)){for(var s,r,n,a=l.querySelectorAll('iframe[data-secret=\"'+t.secret+'\"]'),o=l.querySelectorAll('blockquote[data-secret=\"'+t.secret+'\"]'),c=new RegExp(\"^https?:$\",\"i\"),i=0;i<o.length;i++)o[i].style.display=\"none\";for(i=0;i<a.length;i++)s=a[i],e.source===s.contentWindow&&(s.removeAttribute(\"style\"),\"height\"===t.message?(1e3<(r=parseInt(t.value,10))?r=1e3:~~r<200&&(r=200),s.height=r):\"link\"===t.message&&(r=new URL(s.getAttribute(\"src\")),n=new URL(t.value),c.test(n.protocol))&&n.host===r.host&&l.activeElement===s&&(d.top.location.href=t.value))}},d.addEventListener(\"message\",d.wp.receiveEmbedMessage,!1),l.addEventListener(\"DOMContentLoaded\",function(){for(var e,t,s=l.querySelectorAll(\"iframe.wp-embedded-content\"),r=0;r<s.length;r++)(t=(e=s[r]).getAttribute(\"data-secret\"))||(t=Math.random().toString(36).substring(2,12),e.src+=\"#?secret=\"+t,e.setAttribute(\"data-secret\",t)),e.contentWindow.postMessage({message:\"ready\",secret:t},\"*\")},!1)))}(window,document);\n\/\/# sourceURL=https:\/\/teoriadeconstruccion.net\/blog\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","description":"T\u00edpica cimentaci\u00f3n de pilar. Se usa en terrenos relativamente buenos con capacidad portante mediaalta (\u22652Kp\/cm2) y homog\u00e9neos. Las interiores y de esquina son a ser posible de planta cuadrada, pasando a rectangulares cuando: a) los pilares son de secci\u00f3n rectangular b) existan momentos flectores en una direcci\u00f3n c) las separaciones entre cruj\u00edas sean diferentes en&hellip;&nbsp;Leer m\u00e1s &raquo;","thumbnail_url":"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/03\/logo-tdc-luissantalla-01.jpg?fit=248%2C248&ssl=1","thumbnail_width":248,"thumbnail_height":248}