Sign Up to our social questions and Answers Engine to ask questions, answer people's questions, and connect with other people.
Lost your password? Please enter your email address. You will receive a link and will create a new password via email.
We want to connect the people who have knowledge to the people who need it, to bring together people with different perspectives so they can understand each other better, and to empower everyone to share their knowledge.
wall craks
admin
If it is only plaster crack then remove plaster, use wire mesh at then plaster it with proper mortar. If wall crack also comes then remove wall & nee to do brick work again with lintel on top of windows & doors, the plaster it. There are some solutions using chemicals, you can try these alsoRead more
About thin, thick and shell slab
admin
Check this blog post- https://decode-bd.com/what-is-the-difference-between-thin-and-thick-shell/
Structural design software
admin
That is Prota Structure. Yes tutorials on it is available in my youtube channel.
can you please share design of pile cap using IS code
admin
Will upload tutorial regarding this ASAP in sha Allah.
I am a beginner and want to know which software is best to learn for design of steel connection? Should we design each connection indivually or can all the connection be designed at once after the necessary detailings?
imran.cuet12
I can not assure you which one is best but I personally use Bently RAM connection or Bently Limcon. As a new professional you can try any of them.
Procedure for finding response reduction factor using time history non linear analysis?
admin
Response Reduction Factor, R depends on the code you are using. Following the code guideline you can use R.
STIFFNESS MODIFIER FOR RIBBED SLAB IN ETABS MODEL…?
admin
You can use same SMF as you consider in regular slab.
PERFORMANCE BASED SEISMIC DESIGN
Tekkan
performance based response reduction factor
In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?
admin
As Modal Mass Participation Ratio is related to serviceability analysis not to design of members, so SM can will be used as per Serviceability condition.
PROTA STRUCTURE 2021
admin
You have to buy license from Prota Official. No other option.