{"id":9066,"date":"2021-01-22T12:43:22","date_gmt":"2021-01-22T10:43:22","guid":{"rendered":"https:\/\/www.civil.upatras.gr\/index.php\/product\/design-of-reinforced-concrete-linear-elements\/"},"modified":"2022-06-27T11:05:35","modified_gmt":"2022-06-27T09:05:35","slug":"civ_6230a","status":"publish","type":"product","link":"https:\/\/www.civil.upatras.gr\/index.php\/product\/civ_6230a\/?lang=en","title":{"rendered":"DESIGN OF REINFORCED CONCRETE LINEAR ELEMENTS"},"content":{"rendered":"","protected":false},"excerpt":{"rendered":"<table width=\"565\">\n<tbody>\n<tr>\n<td width=\"565\"><strong>1. Materials<\/strong><\/p>\n<p>Concrete technology, mechanical behaviour of concrete and reinforcing steel.<\/p>\n<p>&nbsp;<\/p>\n<p><strong>2. <\/strong><strong>The basis of design<\/strong><\/p>\n<p>Extreme situations, combinations of actions and the determination of action effects.<\/p>\n<p>&nbsp;<\/p>\n<p><strong>3. Design based on the ultimate limit state in bending with normal forces<\/strong><\/p>\n<p>The basis of structural design in bending, design of rectangular cross sections in uniaxial bending with normal forces, interaction between moment and axial load for rectangular sections with symmetrical reinforcement in uniaxial bending, rectangular cross sections in biaxial bending\u00a0 with normal force, bending cross sections of the form T or \u0393 (flanged beams).<\/p>\n<p>&nbsp;<\/p>\n<p><strong>4. Constructional configuration rules and detailing of linear elements<\/strong><\/p>\n<p>Minimum anchorage lengths for reinforcement and minimum concrete cover, constructional configuration rules and the design of detailing for beams and columns.<\/p>\n<p>&nbsp;<\/p>\n<p><strong>5. Structurally designing linear elements based on the ultimate limit state in shear<\/strong><\/p>\n<p>Elements without shear reinforcement, tensile elements with shear reinforcement, behaviour of linear elements in shear under monotonic loading and\/or cyclic loading, code regulations for structural design in shear, special cases of shear stress:\u00a0 indirect supports, suspended loads and connections of flanges and webs in flanged beams.<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":6132,"template":"","meta":[],"product_brand":[],"product_cat":[515],"product_tag":[],"class_list":["post-9066","product","type-product","status-publish","has-post-thumbnail","product_cat-6th-semester","first","instock","shipping-taxable","product-type-simple"],"_links":{"self":[{"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/product\/9066","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/media\/6132"}],"wp:attachment":[{"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/media?parent=9066"}],"wp:term":[{"taxonomy":"product_brand","embeddable":true,"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/product_brand?post=9066"},{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/product_cat?post=9066"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/www.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/product_tag?post=9066"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}