Plain And Reinforced Concrete Arches

J Josef Melan

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/FT. 2 H and M receive one-half the values produced by a full-span load, i. E. , H = %- (26, 500) = 13, 250 Ibs. , M = ^(3000) = 1500 ft. -Ibs.
i To determine S, we use the third of the Eqs. (18). The coefficient A -i is calculated from the following values: Point.
o I 2 3 4 5 6 2* o (SP-5)sin0 N 1, 500 1, 500 13, 250 o I 3, 2 "CO 1, 500 - 8, 889 13, 225 3 13, 228 1, 500 9, 760 13, 150 225 I7, 27C 1, 500 4, 810 13, 025 698 13, 723 1, 500 - 4, 590 12, 775 1, 485 14, 260 1, 500 +16, 440 12, 350 ...2, 650 15, 000 1, 500 + 27, 790 11, 850 4, 015 i t ;, 86q For the unloaded side: M= -H.

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