What a lecture..I am only half way into this video and I can't wait to comment and say thank you. This made my year...I love it when I get to watch and listen to people like you. Thank u.❤
Firstly, I would like to express my gratitude for your informative video. Now, I have a question regarding parametric modeling. When plates are not generated orthogonally, how do we determine the moment along the orthogonal direction in order to calculate the required reinforcement for a slab or wall?
Nice explanation Suro, Please add the below points in the next session 1. what is the optimized plate size in large structures 2. Plate reference and changes in results 3. Plate mat or elastic mat definitions for raft foundation 4. global vs local stress results
Thanks for your suggestions, Ganesh. Yes, I will cover most of these modeling topics in this series. Plate and solid results interpretation will be covered in a new series.
Thank you so very much for this very informative tutorial. 🙏 Is there any tutorial specifically for modelling and analysing shear walls of an RCC multistorey building? I will be very grateful if you could point to a tutorial or guide which teaches on how to model and analyse shear walls.
How to model a shear wall properly in STAAD which can be further used for analysis and design, that will be covered in the 5th part of this series. I will try to upload this soon, stay tuned.
You can select those segmented members, create a physical member using Form member option and use the physical member cursor to select and view the BMD.
Thanks for you suggestions. I will cover the flat slab modelling techniques in 3rd part using advanced mesh generator, design using integrated modules will be covered later as that will take longer duration. I will try to cover basement wall modelling in future. Keep watching.
What a lecture..I am only half way into this video and I can't wait to comment and say thank you. This made my year...I love it when I get to watch and listen to people like you. Thank u.❤
Firstly, I would like to express my gratitude for your informative video. Now, I have a question regarding parametric modeling. When plates are not generated orthogonally, how do we determine the moment along the orthogonal direction in order to calculate the required reinforcement for a slab or wall?
You can use Results along a line feature (postprocessing mode > Layouts > Plate) to resolve the results along a defined line.
Nice explanation Suro, Please add the below points in the next session
1. what is the optimized plate size in large structures
2. Plate reference and changes in results
3. Plate mat or elastic mat definitions for raft foundation
4. global vs local stress results
Thanks for your suggestions, Ganesh. Yes, I will cover most of these modeling topics in this series. Plate and solid results interpretation will be covered in a new series.
Thank you so very much for this very informative tutorial. 🙏 Is there any tutorial specifically for modelling and analysing shear walls of an RCC multistorey building? I will be very grateful if you could point to a tutorial or guide which teaches on how to model and analyse shear walls.
How to model a shear wall properly in STAAD which can be further used for analysis and design, that will be covered in the 5th part of this series. I will try to upload this soon, stay tuned.
@@surojit_ghoshThank you very much.
Nice video,
Now, we can not view the bending moment of the whole beam since it is divided. How to overcome this issue?
You can select those segmented members, create a physical member using Form member option and use the physical member cursor to select and view the BMD.
Sir how to contact with you?please tell
Sir can you please model one building with basement and flat slab.
Thanks for you suggestions. I will cover the flat slab modelling techniques in 3rd part using advanced mesh generator, design using integrated modules will be covered later as that will take longer duration. I will try to cover basement wall modelling in future. Keep watching.
@@surojit_ghosh thanks sir
Nice
Just