Precast/Prestressed Girder Help

CAMBER AND DEFLECTIONS

Presstress

FIGURE 10. Strand Profile and M/EI Diagram at Release

MA = (1076.2 K)(16.99 in) = 18279 k-in

MB = (1076.2 K)(31.57 in) = 33961 k-in

  1. (1/2)(2.083)(18279) = (19037) (-56.61) = -1077717
  2. (44.42)(18,279) = 811953 (-33.71) = -27370942
  3. (1/2)(44.42)(33,961 -18,279) = 348297 ( -26.30) = -9160217
  4. (5.95)(7071.8) = 390552 ( -5.75) = -2245671
  5. Σ=1569839 ( 58.00) = 91050662

Σ= 51196157

At Release:

Δ r e l e a s e = 51196157 E I = 51196157 ( 4286 ) ( 545894 ) = 3.149 i n

At Erection:

Δ e r e c t i o n = 1.80 × Δ r e l e a s e = 1.80 × 3.149 = 5.669 i n

At Final:

Δ f i n a l = 2.20 Δ r e l e a s e = 2.20 × 3.149 = 6.927 i n

Self Weight

At Release:

Δ r e l e a s e = 5 w I 4 384 E I = 5 × 799.0 p l f × 1 12 f t / i n ( 116.00 f t × ( 12 i n / f t ) 4 ) 384 × 4286000 l b / i n 2 × 545894 i n 4 = 1.391 i n

At Erection:

Δ e r e c t i o n = 1.85 × Δ r e l e a s e = 1.85 × ( 1.391 ) = 2.573 i n

At Final:

Δ f i n a l = 2.40 Δ r e l e a s e = 2.40 × ( 1.391 ) = 3.338 i n

SDL-Precast:

At Erection:

Δ e r e c t i o n = 5 ( 180 p l f ) ( 1 12 ) ( 116 × 14 ) 4 384 × 4696000 × 545894 = 0.276 i n

At Final:

Δ f i n a l = Δ e r e c t i o n × 3.00 = 3.00 ( 0.276 ) = 0.829 i n

Topping Weight

At Erection:

Δ e r e c t i o n = 5 ( 1670.8 p l f 799.0 p l f ) ( 1 12 ) ( ( 115.0 f t ) ( 12.0 i n / f t ) 4 384 × 4696000 × 545894 = 1.338 i n

At Final:

Δ f i n a l = Δ e r e c t i o n × 2.30 = 2.30 ( 1.338 ) = 3.078 i n

SDL-Composite:

At Erection:

Δ e r e c t i o n = 0.110 ( f r o m C o n t i n u i t y A n a l y s i s )

At Final:

Δ f i n a l = 3.00 × Δ e r e c t i o n = 3.00 × ( 0.110 ) = 0.330 i n