Tóm tắt nội dung:   Design Guidelines for Partially Composite Beams  In our review, it is assumed that the behaviour of the headed stud connectors welded  within profiled steel sheeting is consistent with that which was assumed in the  development of the design expressions for partial shear connection given in BS 5950-3:  1990 1 and BS EN 1990-1-1: 2004 2 ; that is to say, the load-slip behaviour for the  connectors is elastic-perfectly plastic, with a characteristic slip capacity of...