ngle shall be, used. In this example it has been foundthat only one row of rivets is necessary forconnecting flange to web. For the firsttrial use 2L?0X4X| and 1 PI. 14X rV-Then the gross area of one flange equals for 2Ls GX4X| 2x5.80 = 11.72for 1 PI. ITXtV = G.12 Total area =17.84 The section is… … Fig. 116. Section of Plate Girderwith Flange Plates f 1 PI. 48;XtV = 2880 Deduct for holes 2 XIX h X 21.75 X 21.75 = 260 26204 Ls 6x4Xf about axis a-a = 30 about axis 6-6 4x5.86x23.22x23.22 =12,637 Deduct for holes4X|X|X21.75X21.75 = 1,0364X|X|X23.94X23.94 = 1.260 2 PI. 14*XtV less 2 rivet…
Building, Iron and steel · Steel, Structural · Theses
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