Design of a reinforced-concrete highway bridge (1913)
Petersen, Herbert Christian · leaf 96
e get from the curves, p = 0.0164 p- 0.0095 - p b d - .0165x30x50 = 24.60s 1 A = pb d = .0095x30x50 - 14.25 The area of 15-1 l/4bars = 24.60. These will be used for tensile reinforcement. The area of 10 - 1 1/4 bars - 15.62 v These will be used for compressive reinforce. Design of Stirrups and Bent… … 45 2.-Q Foj/f/o/? of £Inq/n<*Whee/for Max/mumMoment/n Car?t//ei/er f~/oorS/afr The maximum moment will occur at the outside edge of thegirder when the slab is loaded as shown in Fig. 16 and the slab wilbe designed as a simple beam one foot wide. It is a well known fact that concentrated loads do…
Bridges · Reinforced concrete construction · Theses
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