East facing single story building design by Staad Pro V8i Software
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- เผยแพร่เมื่อ 13 มี.ค. 2020
- #civilengineering, #staadpro, #Buildingdesign,
In this Video lecture you are able to learn about East facing single story building design by Staad Pro V8i Software.
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You're a BIG HELP Mr. Shravan. I learned so much from you. Love from Philippines!!!
ขอบคุณครับ Thank you
THANK YOU VERY MUCH SIR
All the best
Thanks a lot shravan
Your really doing a great job
Excellent bro...
Thank you so much sir 🙏🙏🙏
good
Sir under the stair case you didn't provide column but you project the beam from column is it bear, and another boubt ,in staad pro after completion of total project where can we see that stucture fails or safe and how can we see failing part of the structure and how can we solve that problem also plz reply.sur
Please tell me why we give the 3 by 3 area while putting downward pressure of LL & FL
3 is given here as a height. Bottom node is 0 and top node is 3m heigh. There only the load is acting on the beam. And -3kn/m2 here - is load acting towards downward direction
8 nos of 12mmbars in top and 8 nos of 12 mm bottom . Is that possible. I doubt whether the design is correct
😂😂😂 same doubt
He assumed very low liveload and floor load then why he add more rods in beam😅😅. Ok using 2nos of 16 at top & 3nos at bottom is good instead of 8nos of 12mm .
when im use your method why load not generate of after live load and fl load can you give me good solution of this problem
sir am not getting columns after assigning and viewing in 3d rendering view,kindly reply me asap
Please deselect all structure and check 3D rendering again
@@civilengineeringbyshravan9596 thank you for the reply sir,i have a doubt in this staircase load not given and please do a complete video related to real life calculation of loads to find out the safety of the structure,it's so important for me,do it sir asap,and I followed ur steps of foundation design,but my design was failed
How to identify if some column or beam is failing in analysis?
Sir wall load baki sb load apply nahi karna padta kya
Sir load calculations kaise kare??
Brother i need coaching from you... ❤️ Could you please help me out.. 🤞🏻
Hi u can text me to my mail I will send complete details
civilengineeringbyshravan@gmail.com
Kindly tell me how I can download this software
How can we make column in one unit
Sir why didn't you use IS code for assigning the loads ?
I was selected loads as per is code only
But in IS code they have provided different loads for different purpose, like toilet, hall, store room, balcony, etc, have different different loads.
Seismic and wind b lg do
sir i have obne doubt ,why you not applied loads on the corridor
I was applied dead load to hold building my dear friend
@@civilengineeringbyshravan9596 hello brother
While I am trying to apply live load or floor load it shows the error as "cannot generate load for command YRANGE 3.4 3.4 FLOAD -2 GY"
Though I have tried many times by deleting and re-creating the loads, it shows the same error
Please help in resolving this error as soon as possible
Thank you😊
Please add 1st slab height and last slab height in Y direction
@@civilengineeringbyshravan9596 Yes it is 3.4meters and I have given the value as 3.4 in y-range. Even then the error appears
Bhai mera General, Geometry etc options key just ICONS show ho rahe hey Side mey.... inko Icons with NAMES mey keyse laye....??
Please check in edit options tool bar settings
Why we not consider warning in building design..
Bro IS 456 Nhi dikha raha use kaise insert kre
How to design plinth beam in STAAD.Pro??
I already made a video please check it in staad pro playlist sooth
@@civilengineeringbyshravan9596 ok
@@civilengineeringbyshravan9596 Sir i search for the video but i dont get that video. I have some double about it.
1) how to design plinth beam in STAAD?
If design of plinth beam as a normal beam, then can i take a frame which is close at bottom, i.e. Grid Frame.?
2) As we take floor to floor height 3m. Can i add height of plinth i.e. 1m. in the total height for ground floor?
Please help sir.
Bro required cocahing
How can i get one way slab details
I think this is not 1 way slab
U provided cantilever balcony , where it's reinforcement details???
@@civilengineeringbyshravan9596 sorry i want to say cantilever balcony
Why u ignore that cantilever slab ? It has no loads on them. Too much warning as well..
Sir their is a error will you please contact me
I am getting warning saying floor/one-way loads/weights
33 warnings y
Due to connections of cantilever slab and beams
Bhai tune bass software pe hi buildings banyi h. Kam se kam sahi to sikha juniors ko. Stair case kaun model karta h staad me. Sara force us me chala jata h during earthquake me. Bas software de do inhe usi se khelte rahenge