The Elements of Structures

Cover The Elements of Structures
The Elements of Structures
Hool, George a
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DESIGN OF STRUCTURAL MEMBERS 131 The area of cross-section required to carry longitudinal shear may be determined by Eq. 4 and is as follows : 3F (3) (30, 000) bd = "27 = (2) (100) = 4 50sq. M.
Evidently the 3 beams selected for bending are of sufficient size to pro- vide properly for longitudinal shear. The shearing strength generally con- trols in the case of comparatively short beams heavily loaded.
The bearing area on the abutment should now be determined. If the reactions were distributed
...uniformly over the supports, the bearing surface or\ nnn needed would be ' = 120 sq. In. To provide for unequal distribution due to the cause explained in Art. 32, 50 per cent, will be added to this, giving 180 180 sq. In. The 14xl6-in. Beams should therefore extend -^ or, say 41/2 in. Over the abutment at each end.
Steel Beams. I-beams are the most commonly used steel beams. In selecting such beams the sections in the handbook marked standard should be chosen since the selection of a special section is likely to cause delay in filling the order.


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