|
Clear spans may be used in the formulas. For checking web crippling (bearing) the uniform loading case of concrete weight plus 20 psf is used - ASD is used. |
|
![]() | |
![]() | |
![]() | |
|
NOTES: For single spans only, the concrete load shall include either an additional 50% of the concrete weight or 30 psf whichever is less. * Deflection is to be calculated using only concrete plus deck weights uniformly distributed over all spans. |
|
![]() | |
| | back to calculations | |