Revision as of 00:00, 2 February 2016 view source Rohan.king (talk \| contribs) 1,264 edits →Typical checks ← Older edit		Revision as of 00:06, 2 February 2016 view source Rohan.king (talk \| contribs) 1,264 edits mNo edit summary Newer edit →
Line 13: </ul></div> <br>▼ Details on how the default loss coefficient of 1.56 was derived can be found [http://www.tuflow.com/forum/index.php?/topic/1419-1d-loss-coefficients-for-bridge-deck-surcharging/#comment-3673 here].▼ <br> Link to 2D section – this section explains 1D bridges only. Line 20 ⟶ 18: Examples on a XZ and HW bridge type – pictures & csv examples Information on the checks you can carry out Method A & Method B for bridges – refer to Bill’s post on 1.56 value▼ ▲<br> =Loss Theory= ▲Details on how the default loss coefficient of 1.56 was derived can be found [http://www.tuflow.com/forum/index.php?/topic/1419-1d-loss-coefficients-for-bridge-deck-surcharging/#comment-3673 here]. <br>▼ Theory Loss types (piers Kp, blockage Kb) Guidance/reference on how to derive losses Make sure to include section on automation of pier losses? ▲Method A & Method B for bridges – refer to Bill’s post on 1.56 value ▲<br> =Irregular shaped bridges=

1D Bridges: Difference between revisions