{"id":3369,"date":"2012-08-24T09:22:11","date_gmt":"2012-08-24T09:22:11","guid":{"rendered":"http:\/\/pichak.net\/crop\/2012\/08\/24\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%ac%d8%af%d8%a7%d9%88%d9%84-%d8%b8%d8%b1%d9%81%db%8c%d8%aa-%d8%b7%d8%b1%d8%a7%d8%ad%db%8c-%d8%a7%d8%aa%d8%b5%d8%a7%d9%84%d8%a7%d8%aa-%d8%b3%d8%a7%d8%b2%d9%87\/"},"modified":"2022-01-20T17:00:09","modified_gmt":"2022-01-20T13:30:09","slug":"%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%ac%d8%af%d8%a7%d9%88%d9%84-%d8%b8%d8%b1%d9%81%db%8c%d8%aa-%d8%b7%d8%b1%d8%a7%d8%ad%db%8c-%d8%a7%d8%aa%d8%b5%d8%a7%d9%84%d8%a7%d8%aa-%d8%b3%d8%a7%d8%b2%d9%87","status":"publish","type":"post","link":"https:\/\/pichak.net\/crop\/1391\/06\/03\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%ac%d8%af%d8%a7%d9%88%d9%84-%d8%b8%d8%b1%d9%81%db%8c%d8%aa-%d8%b7%d8%b1%d8%a7%d8%ad%db%8c-%d8%a7%d8%aa%d8%b5%d8%a7%d9%84%d8%a7%d8%aa-%d8%b3%d8%a7%d8%b2%d9%87\/","title":{"rendered":"\u062f\u0627\u0646\u0644\u0648\u062f \u062c\u062f\u0627\u0648\u0644 \u0638\u0631\u0641\u06cc\u062a \u0637\u0631\u0627\u062d\u06cc \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0641\u0644\u0632\u06cc (Design capacity tables for structural steel) (\u0645\u0647\u0646\u062f\u0633"},"content":{"rendered":"<p>\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632<\/p>\n<p style=\"text-align: center; direction: rtl; color: rgb(153, 0, 0);\"><strong>\u062f\u0627\u0646\u0644\u0648\u062f \u062c\u062f\u0627\u0648\u0644 \u0638\u0631\u0641\u06cc\u062a \u0637\u0631\u0627\u062d\u06cc \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0641\u0644\u0632\u06cc (Design capacity tables for structural steel)<\/strong>\n<\/p>\n<div style=\"text-align: left;\">\n<div style=\"text-align: center; direction: ltr;\">\n<div style=\"text-align: left; direction: ltr;\">\n<div style=\"text-align: center; direction: rtl;\">\n<div style=\"text-align: center;\">Design capacity tables for structural steel, vol. 3: Simple connections &#8211; Open sections<\/div>\n<div style=\"text-align: center;\">Author:  Hogan, T.J. and Munter, S.A. |<br \/>\n Size:  2 MB | Format: PDF | Quality: Scanner | Publisher:  Australian<br \/>\nSteel Institute | Year:  2007-12-01 | pages:  75 | ISBN:  9780980401585<\/div>\n<div style=\"text-align: center;\">\n <\/div>\n<p><\/p>\n<div style=\"text-align: left; direction: ltr;\">\n This consolidates all the design capacity tables contained in the<br \/>\nindividual simple connection design guides into one volume for easy<br \/>\nreference and comparison. These tables aim to replace the simple<br \/>\nconnections section of AISC Standardised Structural Connections (3rd<br \/>\nedition, 1985) and also provide typical details for web side plate,<br \/>\nflexible end plate and angle cleat connections.<\/div>\n<div style=\"text-align: left; direction: ltr;\">\n The capacity tables have been developed for selected connection<br \/>\nconfigurations covering: steel grade, connection components such as<br \/>\nplates or cleats, welds, bolts, hole geometry, bolt pitches and bolt<br \/>\ngauges.<\/div>\n<div style=\"text-align: left; direction: ltr;\">\n For a selected connection configuration, most design calculations are<br \/>\neliminated using the tables except for design checks which relate to the<br \/>\n  supporting member or general frame design. Information on the design<br \/>\nmodel used for each connection can be found in the relevant design guide<br \/>\n  for that connection.<\/div>\n<div style=\"text-align: left; direction: ltr;\">\n<div style=\"text-align: left;\">\n<div style=\"text-align: center; direction: rtl; color: rgb(255, 0, 0);\">\n  <span style=\"color: rgb(0, 0, 0);\">\u0628\u0631\u0627\u06cc \u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0646\u0644\u0627\u06cc\u0646 \u0648 \u06cc\u0627 \u062f\u0627\u0646\u0644\u0648\u062f \u0627\u06cc\u0646\u062c\u0627 \u06a9\u0644\u06cc\u06a9 \u06a9\u0646\u06cc\u062f&#8230;<br \/><\/span>http:\/\/www.mediafire.com\/view\/?dz3y3oc966ho31q\n<\/div>\n<\/div>\n<\/div>\n<\/div><\/div>\n<\/div><\/div>\n<p style=\"text-align: center;\">\u0628\u0627\u0632\u06af\u0634\u062a \u0628\u0647 \u0635\u0641\u062d\u0647 \u0627\u0635\u0644\u06cc \u0648\u0628\u0644\u0627\u06af \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646(\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/p>\n<p>\u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646<\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632 \u062f\u0627\u0646\u0644\u0648\u062f \u062c\u062f\u0627\u0648\u0644 \u0638\u0631\u0641\u06cc\u062a \u0637\u0631\u0627\u062d\u06cc \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0641\u0644\u0632\u06cc (Design capacity tables for structural steel) Design capacity tables for structural steel, vol. 3: Simple connections &#8211; Open sections Author: Hogan, T.J. and Munter, S.A. | Size: 2 MB | Format: PDF | Quality: Scanner | Publisher: Australian Steel Institute | Year: 2007-12-01 &hellip; <a href=\"https:\/\/pichak.net\/crop\/1391\/06\/03\/%d8%af%d8%a7%d9%86%d9%84%d9%88%d8%af-%d8%ac%d8%af%d8%a7%d9%88%d9%84-%d8%b8%d8%b1%d9%81%db%8c%d8%aa-%d8%b7%d8%b1%d8%a7%d8%ad%db%8c-%d8%a7%d8%aa%d8%b5%d8%a7%d9%84%d8%a7%d8%aa-%d8%b3%d8%a7%d8%b2%d9%87\/\" class=\"more-link\">\u0627\u062f\u0627\u0645\u0647 \u062e\u0648\u0627\u0646\u062f\u0646 <span class=\"screen-reader-text\">\u062f\u0627\u0646\u0644\u0648\u062f \u062c\u062f\u0627\u0648\u0644 \u0638\u0631\u0641\u06cc\u062a \u0637\u0631\u0627\u062d\u06cc \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0641\u0644\u0632\u06cc (Design capacity tables for structural steel) (\u0645\u0647\u0646\u062f\u0633<\/span> <span class=\"meta-nav\">&larr;<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[139],"tags":[6020,3693,4178,4177,6021,3401,5844,14101,403,48,1746,4244,159,55],"_links":{"self":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/3369"}],"collection":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/comments?post=3369"}],"version-history":[{"count":5,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/3369\/revisions"}],"predecessor-version":[{"id":36448,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/posts\/3369\/revisions\/36448"}],"wp:attachment":[{"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/media?parent=3369"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/categories?post=3369"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/pichak.net\/crop\/wp-json\/wp\/v2\/tags?post=3369"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}