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

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

Рет қаралды 7,562

3 жыл бұрын

#apartmentbilding #civilengineering #onlinecorse
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Пікірлер: 31

@omararab1304 3 жыл бұрын

Good vedeo. Thank you for sharing

@civilengineeringbyshravan9596 3 жыл бұрын

Thank you

@15vatsaljoshi42 3 жыл бұрын

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

@civilengineeringbyshravan9596 3 жыл бұрын

Thank you so much 😀

@bhavypandya3252 3 жыл бұрын

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

@chan20678 5 ай бұрын

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

@vamsirajana3436 3 жыл бұрын

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 3 жыл бұрын

@davidocampo6504 5 ай бұрын

THANKS. WHAT ABOUT THE DIAFRAM RIGID?

@venkateswarishunmugam 3 жыл бұрын

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.

@vipulvekaria2955 3 жыл бұрын

What foundation settlement limit you considered for building design

@srinivasr6136 3 жыл бұрын

Add anaylsis of pounding effect in etabs

@gazalisameer2226 6 ай бұрын

At last shear wall should be designed right?

@civilengineeringbyshravan9596 6 ай бұрын

For lift provision we need to design shear wall

@akshayrawat2930 3 жыл бұрын

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 3 жыл бұрын

please change the properties and run again

@som1567 3 жыл бұрын

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

@civilengineeringbyshravan9596 3 жыл бұрын

change scale on the top of the interface in staad once

@liakatali4063 3 жыл бұрын

may i know your pc configuration please.

@aazadalfaaz4697 3 жыл бұрын

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

@jayganesh7167 Ай бұрын

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

@civilengineeringbyshravan9596 Ай бұрын

here am assuming only +X and +Z direction

@jayganesh7167 Ай бұрын

@@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