. The strength of materials; a text-book for engineers and architects. CONiCAL HEAD. PAN HEAD COUNTE R SUSK HE A O Figs. 44, 45.—Forms of Rivet Heads. projections from the surface of the plate. Snap-heads take a length of rivet equal to about IJ times the diameter. It is usual in practice to adopt a diameter of rivet when cold equal to one-sixteenth of an inch less than the diameter of the hole, but in all calculations the diameter of the rivet is taken as being equal to that of the hole. Forms of Joints.—(a) Lap Joints and Butt Joints.— 102 RIVETED JOINTS; THIN PIPES 103 In the lap joint the


. The strength of materials; a text-book for engineers and architects. CONiCAL HEAD. PAN HEAD COUNTE R SUSK HE A O Figs. 44, 45.—Forms of Rivet Heads. projections from the surface of the plate. Snap-heads take a length of rivet equal to about IJ times the diameter. It is usual in practice to adopt a diameter of rivet when cold equal to one-sixteenth of an inch less than the diameter of the hole, but in all calculations the diameter of the rivet is taken as being equal to that of the hole. Forms of Joints.—(a) Lap Joints and Butt Joints.— 102 RIVETED JOINTS; THIN PIPES 103 In the lap joint the plates overlap as shown in Fig. 46. Thisform of joint has the disadvantage that the line of pull issuch as to cause bending stresses, tending to distort the jointas shown. In the hutt joint the edges of the plate come flush, andcover plates are placed on each side as shown, the thicknessof each cover plate being usually five-eighths that of the mainplates. In this form of joint the pull is central, so that thereare no bending stresses. In the single cover joint, which is a


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Keywords: ., bookcentury1900, bookdecade1910, bookpublishernewyorkdvannostran