h= say S/8-lnoh. on The legs of these connecting angles must be wide enough to allowample room, for driving the rivets and therefore 6 x 3-|w x 8 x3/8 angles will be used. The thickness of the joist webis 0.35 inches ahd by a trial designthe connection of the joist to theconnection angles was found… … Fie. 3. Connection ofJoist to Floor Beam. 3,95515 ,300* = 1.42 = say 4 shop rivets.By a trial design, the connection of the connecting angles to theweb of the floor beam was found to be weakest in shear. The al-lowable shearing value of 3/4-inch field rivets In single shear is:Area of rivet x…
Bridges · Theses
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