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Unformatted text preview: load without eccentricity. 3. Calculate Q, without inclination or eccentricity. 4. MUltiply Q, by ratio of (Q,Q,) or (Q,IQ,), whichever is smaller. .~ "i c ~ ~ ~ .. .. 0.4 00 o These effecls may reinforce (lower capacity) or compensate (higher capacity) when added together depending on the application. a P&B suggest for case a) that effects are essentially correct using standard effective area procedure. For case b) they recommend: 1. Calculate Quo for eccentric load without inclination. 5. Example: Q, = 1000 kN, Q, = 900 kN, Q, = 800 kN => Q', = (,,"") ( ~:,) ~ 8'~1 wJ...
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This note was uploaded on 02/10/2012 for the course CEG 4012 taught by Professor Staff during the Fall '08 term at University of Florida.
- Fall '08