Page 101 - Civil Engineering Formulas
P. 101
Formulas
Elevation
1. Fixed at One End, Load P Concentrated at Other End
and plan
Cross section
b 6P x = y 2 Elevation: bS s y 1, top, straight line; bottom, 6Pl = h Rectangle: parabola. 2, bS s width (b) con b complete pa -stant, depth -rabola (y) variable Deflection at A: y 3 l 8P Plan: = f h bE rectangle
A 2 h h A h 2 h
Beam x y P l x y P
l
B h B h
1 2
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