The elasticity and resistance of the materials of engineering (1883)
Burr, William H. (William Hubert), 1851-1934 · New York, J. Wiley & sons · leaf 610
onsecutive rivets will resist far more bending as acolumn than the two others each of half the thickness. If the end of the beam were made as shown in Fig. 3, noweb plate would be re-quired between R andAj for all shear wouldbe carried by the in-clined flange. The upper flange,being in compression,… … Fig.3 Art. 67.—Built Flanged Beams with Equal Flanges.—No Cover Plates. The flanged beam represented in Fig. i is supposed to carrya portion of the floor of a highway bridge. In this case, also,the bending resistance of the web plate will be neglected. Thebeam proper is the portion RR RR, supported…
Strength of materials · Building materials
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