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Building Design and Construction Handbook - Merritt - Ventech!

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Index Terms Links<br />

Basalt 4.33 4.34 5.8<br />

Baseboards 11.45<br />

Basements 1.10 1.11 3.2<br />

Bathtubs 14.6 14.13 14.14 14.19 14.22<br />

Battens 11.46<br />

Batteries 15.1<br />

Beading 11.46 11.51<br />

Beads<br />

Beams:<br />

allowable stresses for (see specific<br />

11.46<br />

materials, for example: Concrete; Wood)<br />

bending axis in 5.49 5.52<br />

bending moments in (see Bending<br />

moments)<br />

buckling of 5.38<br />

camber of 7.6 7.7<br />

cantilever (see suspended-span, below,<br />

Cantilevers)<br />

composite (see Composite beams)<br />

concrete (see Concrete beams)<br />

conjugate 5.44<br />

continuous:<br />

defined 5.31<br />

influence lines for 5.73 5.74<br />

moment-distribution method for 5.89<br />

moment redistribution in 5.100 5.101<br />

as restrained simple 5.75 5.76<br />

reactions of 5.32<br />

slope-deflection equations for 5.87<br />

curved 5.52<br />

defined 5.30 9.91<br />

deflections of (see elastic curves for;<br />

below; Deflections)<br />

dynamics of (see Dynamics)<br />

elastic curves for:<br />

with concentrated loads 5.43 5.44 5.47 5.49 5.50<br />

curvature of 5.42<br />

defined 5.42<br />

slopes of 5.42<br />

tangential deviation from 5.43<br />

with uniform loads 5.46 5.51 5.52<br />

end restraint of 5.31<br />

end slopes of 5.44 5.71 5.87 5.88<br />

(See also Slope-deflection equations)<br />

fixed-end:<br />

carry-over factors for 5.82 5.83<br />

with end displacements 5.84<br />

end moments in 5.82<br />

end restraint of 5.31 5.83<br />

moment redistribution in 5.100 5.101<br />

stiffness of 5.82 5.83

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