{"version":"1.0","provider_name":"Civil Department","provider_url":"https:\/\/engineering.tiu.edu.iq\/civil","author_name":"Web Admin","author_url":"https:\/\/engineering.tiu.edu.iq\/civil\/author\/web_admin\/","title":"CE 412-STRUCTURAL CONCRETE DESIGN II - Civil Department","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"VxSPXoiCSa\"><a href=\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-412-structural-concrete-design-ii\/\">CE 412-STRUCTURAL CONCRETE DESIGN II<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-412-structural-concrete-design-ii\/embed\/#?secret=VxSPXoiCSa\" width=\"600\" height=\"338\" title=\"&#8220;CE 412-STRUCTURAL CONCRETE DESIGN II&#8221; &#8212; Civil Department\" data-secret=\"VxSPXoiCSa\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script type=\"text\/javascript\">\n\/* <![CDATA[ *\/\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:\/\/engineering.tiu.edu.iq\/civil\/wp-includes\/js\/wp-embed.min.js\n\/* ]]> *\/\n<\/script>\n","description":"Course Description \u00a0 DESCRIPTION OF UNDERGRADUATE COURSES FOR CIVIL ENGINEERING DEPARTMENT CE 412-STRUCTURAL CONCRETE DESIGN II\u00a0:Types and characteristics of two-way slab systems, Deflection control of two-way slab systems, ACI effective beam, drop panel dimensions, Direct Design Method, ACI Chapter 13, Limitations of DDM, Design procedure, Moments to beams, columns, Shear to beams, reinforcement in TW slabs, Two-Way Shear, ACI Chapter 11, Punching shear, critical sections, shear force, TW shear strength, TW shear reinforcement, Effects of moment transfer, openings, Equivalent Frame Method, ACI Chapter 13, Introduction, slab-beam stiffness, concept of equivalent column, Moment analysis."}