@@civilengineeringbyshravan9596 sorry bro. I saw many videos. Seismic loads acting in only x and z direction only not negative side. And also searched in chat gtp. Wind load only acts in 4 sides, seismic in 2sides
Dear Sir, what ever the result we are getting in staadpro we cannot execute blindly. Kindly let us know the method how we can make possible execution(in real time) of reinforcement detailing by considering staad results
sir i have doubt. live load is not properly assigned , what i want to do sir and other doubt while giving beam and column property depth value want to given in YD but you are giving in ZD.
hello, I am facing L/d is less than 2.5 warning in my project due to which it says deep beam cannot be designed how I can avoid this warning in my case and also while designing shear wall for lift portion it says failed: slenderness limit exceeds the maximum limit. please sir help
Superb 👍sidhi bat no bakwas.... directly to the point...I am so impressed the way you explain...sir aese hi video banate rahiyega
Thank you so much 😀
At last shear wall should be designed right?
For lift provision we need to design shear wall
Where is the stairs?
Please make short video for stairs for this structure. Just show on ground level
Good vedeo. Thank you for sharing
Thank you
You made mistake in Defining seismic load . You only added x and z where is -x and -z
here am assuming only +X and +Z direction
@@civilengineeringbyshravan9596 sorry bro. I saw many videos. Seismic loads acting in only x and z direction only not negative side. And also searched in chat gtp. Wind load only acts in 4 sides, seismic in 2sides
For the balcony in a building what will be the process. Like loads and all... Etc..
Dear Sir, what ever the result we are getting in staadpro we cannot execute blindly. Kindly let us know the method how we can make possible execution(in real time) of reinforcement detailing by considering staad results
ok
THANKS. WHAT ABOUT THE DIAFRAM RIGID?
Add anaylsis of pounding effect in etabs
sir i have doubt. live load is not properly assigned , what i want to do sir and other doubt while giving beam and column property depth value want to given in YD but you are giving in ZD.
Sir the bmd n deflection are not showing properly like it's only visible when I super zoom it . What should I do?
change scale on the top of the interface in staad once
What foundation settlement limit you considered for building design
hello, I am facing L/d is less than 2.5 warning in my project due to which it says deep beam cannot be designed how I can avoid this warning in my case and also while designing shear wall for lift portion it says failed: slenderness limit exceeds the maximum limit. please sir help
please change the properties and run again
Loads are not applied correctly
seismic loads are not applied correctly
may i know your pc configuration please.
How to connect with your for business enquiry ?
my mail is available in below description check once
SIR,
ERROR : NO SURFACE INCIDENCE HAS BEEN PROVIDED YET.
RESULTS WHY SIR?
HOW TO RESOLVE PROBLM. PLS EXPLAIN SIR pls
Dead load of slab is applied wrongly.
Hi bro
I my staad pro top view bottom views command deleted. can u help me.
please see in command tool bar once
@@civilengineeringbyshravan9596 can u explain it briefly bro.
Sir can you upload the autocad file
Please Provide the autocad file