10DT32+2 Shear Design

10DT32+2 Shear Design - REVISED March 6, 2010 CE486/586...

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8033f593b51c818561f0431129543542868467eb.xlsx Sheet1 04/18/2010 Page 1 REVISED March 6, 2010 CE486/586 Prestressed Concrete Design - SHEAR DESIGN Vcw and Vci Section Properties Span and Bng Geometry Prestressing Precast Composite L span (ft) 60.00 Pattern 188D1 Product 10DT32 +2 L Precast (ft) 60.67 No Strand 18 A (in2) 615 Bearing Pad (in) 6.00 Aps (in2) 2.75 x (ft) h (in) 32 34 Lt (in) 25.00 ye (in) 14.39 -0.33 I (in4) 59720 77118 h/2 x pos (ft) 1.67 yc (in) 4.00 30.00 yb (in) 21.98 24.54 Lt x pos (ft) 1.75 TL (ksi) 35 yt (in) 10.02 9.46 Pe (kip) 461 Sb (in3) 2717 3143 Loading St (in3) 5960 8152 w precast (plf) 641 nc Concrete Web Reinf. wt (plf) 641 891 w top (plf) 250 nc f`c (psi) 5000 fy (ksi) 65 DL (psf) 64 89 f`c top (psi) 3000 VS (in.) 1.69 w sdl (plf) 150 bw 12.50 w ll (plf) 1632 2.56 wu (plf) 3860 D 1.2 φ 0.75 L 1.6 Analysis Item h/2 Lt 0.10 L 0.20 L 0.25 L 0.30 L 0.40 L 0.50 L x (ft) -0.33 0.00 1.67 1.75 6.00 12.00 15.00 18.00 24.00 30.00 yp (in) 14.39
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This note was uploaded on 04/17/2010 for the course CHE 461 taught by Professor Staff during the Winter '08 term at Oregon State.

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10DT32+2 Shear Design - REVISED March 6, 2010 CE486/586...

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