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<oembed><version>1.0</version><provider_name>Civil Department</provider_name><provider_url>https://engineering.tiu.edu.iq/civil</provider_url><author_name>Web Admin</author_name><author_url>https://engineering.tiu.edu.iq/civil/author/web_admin/</author_url><title>CE 411 &#x2013; Structural Concrete Design I - Civil Department</title><type>rich</type><width>600</width><height>338</height><html>&lt;blockquote class="wp-embedded-content" data-secret="aIFLQElycI"&gt;&lt;a href="https://engineering.tiu.edu.iq/civil/ce-411-structural-concrete-design-i/"&gt;CE 411 &#x2013; Structural Concrete Design I&lt;/a&gt;&lt;/blockquote&gt;&lt;iframe sandbox="allow-scripts" security="restricted" src="https://engineering.tiu.edu.iq/civil/ce-411-structural-concrete-design-i/embed/#?secret=aIFLQElycI" width="600" height="338" title="&#x201C;CE 411 &#x2013; Structural Concrete Design I&#x201D; &#x2014; Civil Department" data-secret="aIFLQElycI" frameborder="0" marginwidth="0" marginheight="0" scrolling="no" class="wp-embedded-content"&gt;&lt;/iframe&gt;&lt;script type="text/javascript"&gt;
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</html><description>Course Description DESCRIPTION OF UNDERGRADUATE COURSES FOR CIVIL ENGINEERING DEPARTMENT CE 411 &#x2013; Structural Concrete Design I: 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.</description></oembed>
