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Structural Concrete - Hassoun

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880 Chapter 21 Beams Curved in Plan<br />

Solution<br />

Apartment building.<br />

1. For a rectangular section with the sides ratio, y/x = 2, λ = 3.39. For this beam θ = π/4.<br />

(<br />

)<br />

M c = wa2 sin 2 θ<br />

6 sin 2 θ + λ cos 2 θ<br />

(<br />

)<br />

M c = wa2 0.5<br />

= 0.038wa 2<br />

6 0.5 + 3.39 × 0.5<br />

= 0.038 × 6(10) 2 = 22.8K⋅ ft<br />

2.<br />

M A = M c − w a2<br />

2 = 0.038wa2 − 0.5wa 2 =−0.462wa 2<br />

=−277.2K⋅ ft<br />

M N = 0 when M c − w x2<br />

2 = 0<br />

or 0.038 wa 2 −0.5 wx 2 = 0, so x = 0.276a = 2.76 ft measured from c.<br />

3. T A = 0.038 wa 2 = 0.038 × 600 = 22.8 K⋅ft<br />

T C = M C cot θ

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