200 STEEL CONSTRI CTION air deep in proportion to the bending moment which they mustresist. The method of designing the connection is the same as thatexplained for Fig, 187; except that the rivets are in single shear in-stead of tension, and that the rivets are not evenly spaced, hencethe average… … Fig. 189. Details of Connection of Girder Directly to the Face of the Column figure. Having the values of the several rivets, the center of gravityof each group, i. e., the positions of the resultants t and c, can befound in the usual way.Problem Compute the resisting moment of the connection shown…
Building, Iron and steel · Steel, Structural · Theses
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