G+11 Apartment Building design by staad pro | 44 flats apartment building | Civil engineering

[@15vatsaljoshi42]

Superb 👍sidhi bat no bakwas.... directly to the point...I am so impressed the way you explain...sir aese hi video banate rahiyega

[@civilengineeringbyshravan9596]

Thank you so much 😀

[@bhavypandya3252]

Where is the stairs? Please make short video for stairs for this structure. Just show on ground level

[@gazalisameer2226]

At last shear wall should be designed right?

[@civilengineeringbyshravan9596]

For lift provision we need to design shear wall

[@jayganesh7167]

You made mistake in Defining seismic load . You only added x and z where is -x and -z

[@civilengineeringbyshravan9596]

here am assuming only +X and +Z direction

[@jayganesh7167]

@@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

[@chan20678]

For the balcony in a building what will be the process. Like loads and all... Etc..

[@vamsirajana3436]

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

[@civilengineeringbyshravan9596]

ok

[@venkateswarishunmugam]

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.

[@omararab1304]

Good vedeo. Thank you for sharing

[@civilengineeringbyshravan9596]

Thank you

[@davidocampo6504]

THANKS. WHAT ABOUT THE DIAFRAM RIGID?

[@vipulvekaria2955]

What foundation settlement limit you considered for building design

[@Krishnadewani-r74]

Sir the bmd n deflection are not showing properly like it's only visible when I super zoom it . What should I do?

[@civilengineeringbyshravan9596]

change scale on the top of the interface in staad once

[@SONUSINGH-cx7ut]

Loads are not applied correctly seismic loads are not applied correctly

[@srinivasr6136]

Add anaylsis of pounding effect in etabs

[@akshayrawat2930]

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

[@civilengineeringbyshravan9596]

please change the properties and run again

[@aazadalfaaz4697]

SIR, ERROR : NO SURFACE INCIDENCE HAS BEEN PROVIDED YET. RESULTS WHY SIR? HOW TO RESOLVE PROBLM. PLS EXPLAIN SIR pls

[@sandeeppetwal8952]

Dead load of slab is applied wrongly.

[@liakatali4063]

may i know your pc configuration please.

[@sanjaysingh-sm7ib]

How to connect with your for business enquiry ?

[@civilengineeringbyshravan9596]

my mail is available in below description check once

[@gadhirajunarendravarma7449]

Hi bro I my staad pro top view bottom views command deleted. can u help me.

[@civilengineeringbyshravan9596]

please see in command tool bar once

[@gadhirajunarendravarma7449]

@@civilengineeringbyshravan9596 can u explain it briefly bro.

[@sandhiyag4379]

Sir can you upload the autocad file

[@ajeettiwari7869]

Please Provide the autocad file