Versions Compared

Version Old Version 10 New Version 11
Changes made by

mert.goktas (Unlicensed)

mert.goktas (Unlicensed)

Saved on

Key

  • This line was added.
  • This line was removed.
  • Formatting was changed.

Step-1

  • Safe Column Base Reaction - Aecbolt Column Base Reaction - Manuel Calculation Base Reaction Comparsion

→ Self Weight

→ Super DL

→ LL wR

→ LL woR

→ Shearwall Node Reaction

→ All Node Reaction

Step-2

  • Safe Slab Design Analysis Result - Aecbolt Slab Design Analysis Result Comparison

Excel
nameConfluence Column Base Reactions.xlsx
page_BDSConfluenceInclusions

Insert excerpt_BDSConfluenceInclusions_BDSConfluenceInclusionsnamePasteTip Insert excerpt_BDSConfluenceInclusions_BDSConfluenceInclusionsnameExcelExample→ Top Reinforcements , Column Strip Reinforcements

→ Top Reinforcements , Middle Strip Reinforcements

→ Punching Shear , D/C Ratio

...

Code Block
Insertion Point
Bridge Parameters
 Code Block
IP1	Abut1	0	-16.5
IP2	Abut1	0	-5.5
IP3	Abut1	0	5.5
IP4	Abut1	0	16.5
IP5	Pier2	0	-16.5
IP6	Pier2	0	-5.5
IP7	Pier2	0	5.5
IP8	Pier2	0	16.5
IP9	Pier3	0	-16.5
IP10	Pier3	0	-5.5
IP11	Pier3	0	5.5
IP12	Pier3	0	16.5
IP13	Abut4	0	-16.5
IP14	Abut4	0	-5.5
IP15	Abut4	0	5.5
IP16	Abut4	0	16.5
...