Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes bibliographical references (leaves 70-72). Also available via the Internet.

Avhandling--Tekniska högskolan, Stockholm. / Stamped on cover: K.T.H. Avh. 14.

Thesis (M.S.)--University of Wisconsin, 1956. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.

No description available.

No description available.

Call number: LD2668 .T4 1964 J58 / Master of Science

published_or_final_version / Civil Engineering / Master / Master of Science in Engineering

No description available.

Results of tension and compression tests on angle segments are used to generate moment-rotation curves for welded-welded double framing angle connections. The beam line concept is then used to determine the connection moments for connection depths of 18 to 32 inches. With the connection moments known, the two welds, denoted as Weld A and Weld B in the AISC Manual Table IV are evaluated. Because the analytical model used to generate the weld sized published in the AISC Manual and analytical model used in this research differ, it was found that the capacities of the connection designs in the AISC Manual for Weld B have factors of safety ranging from 2.5 to 3.0. Design aids are included which give the connection moments for a variety of designs as a function of the length to depth ratio of the beam for the case of uniform loading.

M.Ing. / The instability of partially stiffened stainless steel compression members due to local buckling of the flange element or flange and lip interaction has not been studied before. In this investigation the critical local buckling and post-buckling behavior of cold-formed partially stiffened stainless steel compression elements are studied in order to determine the applicability of the current design specification ...