When in imported the accdb file in rcdc and select Columns&Walls option after it is showing columns only. not shearwall.
HiPlease check whether you have defined pier numbers to wall modeled in E-tabs.Information of Wall (Dimensions and forces) are available to RCDC only when you define these as piers.
Answer Verified By: Falcon X
now it is not detailing design is passed but not detailing, and for one SW it is showing error see the image link 3. what is solution for that.
Image 1
/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/5822.b60c43c1_2D00_314d_2D00_401d_2D00_ad1b_2D00_3f6f95c4ad0b.PNG
Image 2
/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/3364.91b144a2_2D00_441a_2D00_45d2_2D00_a164_2D00_999d2f0a6718.PNG
Image 3 im getting this error
For This Part
Hiit would be help if you share mdb file (zipped) to check the issue. Also please let us know which RCDC version is used.
https://drive.google.com/file/d/1mplCaK2Vd1r5QXVY8BEcu36I0JVrifq3/view?usp=sharing
HERE IS .accdb FILE. IM USING RDC 9.04
Hias per my understanding, when you try to redesign or re-detail the combined walls and generate detailed drawing, it is showing error.i would suggest you following,
The marked column and wall are overlapping each other. i would suggest you to split the walls at column face. Columns can be modelled as pier in E-tabs. this will help to avoiding increasing the stiffness overlapping members. if you model wall up to column face (avoid overlapping of members) will give correct analysis result .pls try this and check the output.
Can you help me this is my final year project. i dont know how to model column as pier. im sharing the e2k file.
drive.google.com/.../view
Hii have suggested to model column as pier (like wall) so that you will get two points for other members to connect. RCDC identified whether the member is column or wall based on D/B ratio. it doesn't matter how it is modelled in analysis file.just to avoid overlapping of column and wall (to avoid duplication of stiffness) i have suggested to model wall up to face of column.