Master of Science
John W. Fisher
This paper summarizes the results of tension tests of two large structural shingle joints of A572 steel. One joint was fastened with A325 bolts and the other with A502 Gr. 1 rivets. A theoretical analysis of the load partition is also described.
Rivera, Ulise C., "Partition of load in shingle joints" (1969). Theses and Dissertations. 3740.