Page 102 - Civil Engineering Formulas

Formulas 6P x bS s 6Pl bS s Deflection at A: 3 l 8P h bE

y 2 = = h = f

Elevation and plan Elevation: 1, top, straight line; bottom, parabola. 2, complete pa -rabola Plan: rectangle
1. Fixed at One End, Load P Concentrated at Other End

Cross section Rectangle: width (b) con -stant, depth (y) variable

b y b y
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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