Live Load Stresses in Railway Bridges With Formulas And Tables

Cover Live Load Stresses in Railway Bridges With Formulas And Tables
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8 185. 1 188. 4 191. 5 194. 7 197. 7 200. 7 203. 6 206. 7 209. 7 212. 7 215. 6 218. 5 221. 3 224. 1 226. 9 229. 6 232. 4 235. 2 238. 0 240. 7 243. 3 245. 9 248. 6 251. 1 253. 6 256. 1 258. 7 260. 8 263. 0 265. 6 268. 3 270. 8 273. 2 275. 6 278. 0 280. 3 282. 7 285. 1 287. 5 2F9. 7 56 57 58 59 60 61. .
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95 96 97 LIVE-LOAD STRESSES 93 TABLE 7. Continued MAXIMUM MOMENTS, SHEARS
... AND PIER REACTIONS FOR COOPER'S STANDARD LOADINGS (Figures for One Rail) Span E40 750 Max. Moment Max. Shears Max. Pier React.
Max. Moment Max. Shears Max. Pier React.
End MPt.
Cent.
End HPt.
Cent.
98 . ...
3106. 5 3162. 3 3219. 9 3277. 6 3335. 9 3410. 6 3475. 2 3537. 6 3600. 3 3666. 6 3745. 3 3818. 4 3886. 8 3958. 2 4026. 9 4099. 0 4172. 0 4245. 0 4318. 8 4389. 5 4463. 8 4538. 8 4614. 1 4686. 5 4762. 7 4836. 2 4917. 4 4996. 4 7062. 3 9352. 5 11873. 0 17592. 5 147. 5 148. 8 150. 0 151. 2 152. 4 153.


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