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.
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.
What is the difference between Slope and Deflection?
admin
Slope is the angle formed by the tangent of the curve to the horizontal axis. Just like the slope of the line. Remember 2x + y = 3? Slope is -2. While deflection is the translational movement of the beam from its original position. Maximum Y coordinate of the curve. Remember? Finding min and max poiRead more
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.
Out put of ETABs
admin
This is based on Design Code. As per ACI code minimum rebar for column is 1%. For IS code it's 0.8%. So as per ACI code if column design rebar more than 1%,then it will show same, but if less or equal to 1% then it will show always 1%.
Slab Beam Raft footing
admin
Beam design result will be different. Strip result is for Slab.