Page 96 - Civil Engineering Formulas

Distance to point
Uniformly Loaded Continuous Beams over Equal Spans
Moment Distance to of max moment, point of inflection, measured to Max. measured to right right from moment in over each from support support each span support None 0.500 0.125 0 0.750 0.375 0.0703 0 1 8 0.250 0.625 0.0703 0.800 0.400 0.080 0 1
l) R
left, right. reaction at R 1 2 3 8 5 8 4 10 5 10 11 28 15 28 13 28 15 38 20 38 19 38 41 104 55 104 51 104 53 104 56 142 75 142 70 142 71 142 w l
w; length of each span Shear on each side of support. L any support is L L 0 0 5 8 0 6 10 0 17 28 13 28 0 23 38 18 38 0 63 104 49 104 53 104 0 86 142 67 142 72 142 w l The numerical values given are coefficients of the expressio

R
(Uniform load per unit length Notation of support of span 1 or 2 1 2 1 2 1 2 3 1 2 3 1 2 3 4 1 2 3 4

TABLE 2.1 Number of supports 2 3 4 5 6 7 8 Values apply to

50