Page 461 - Civil Engineering Formulas

Activated sludge reactor, design of, Beam formulas (Cont.):
364 curved beams, 65–69
Adjustment factors for lumber, eccentrically curved, 68
169 eccentric loading, 73–74
Aerated grit chamber, design of, elastic diagrams, 21–31
383 elastic-curve equations for
Aerobic digester, design of, 374 prismatic beams, 32–38
Allowable bond stresses in concrete elastic lateral buckling,
beams, 124 69–72
Allowable loads for piles, 105 fixed-end moments, 78
Allowable stress design for buildings, natural circular and periods of
208 vibration, 74–76
Aluminum columns, design loads rolling and moving loads,
for, 96 53–65
Anaerobic digester, design of, safe loads for beams of various
377 types, 53–63
Anderson formula, 200 Castigliano’s theorem, 52
Aquifers, 334 Maxwell’s theorem, 51
Arch dams, 350 parabolic beam, 52
Axial capacity of a single pile, steel beam, 62
112 triangular beam, 52
Axially loaded steel columns, 102 ultimate strength of
continuous beams, 46–52
Balanced reinforcing of uniform strength, 52
concrete, 131 unsymmetrical bending, 73
Beam formulas, 11–79 Blasting, vibration control in, 204
beams of uniform strength, 52 Bridge and suspension-cable
characteristics of loadings, 43 formulas, 249–274
column formulas, 250–253 allowable-stress design, 250
combined axial and bending loads, for bridge beams, 254
72 for bridge columns, 250–254
continuous beams, 11, 39, 40 for shear, 249, 262

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