IS 800:2007 के अनुसार, वह अनुप्रस्थ-काट (cross-section) जिसमें बाहरी फाइबर यील्ड प्रतिबल (yield stress) तक पहुँच सकता है, लेकिन स्थानीय बकलिंग (local buckling) के कारण प्लास्टिक प्रतिरोधी आघूर्ण विकसित नहीं कर सकता, उसे किस रूप में वर्गीकृत किया जाता है?

The effective length of a built-up steel column is 8 m and the radius of gyration of the column is 80 mm. If the column is provided with a single lacing system, the effective slenderness ratio of the laced column as per IS 800:2007 will be:

According to IS 800 - 2007, the effective length of a prismatic compression member of unsupported length L that is restrained against rotation and translation at both ends will be: