Building design by SAP2000 Software
ฝัง
- เผยแพร่เมื่อ 13 พ.ย. 2019
- In this Video lecture you are able to learn about Building design by SAP 2000 Software.
-----------------------------------------------------------------------------------------------------------
In this channel you can learn about online civil engineering softwares. So Please subscribe my channel for more intresting videos.
-----------------------------------------------------------------------------------------------------------
To subscribe my channel click on Red Button and also press the Bell icon.
----------------------------------------------------------------------------------------------------------
It was straight to the point thank you so much
Explanation was simple and i can understand sir.. Very nice
thank you bro, explanation was simple and clear
Thanks for u r wishes brother
Why did you add dead load in Y Direction? Isn't it Z direction in CSI software package?
Software doesn't calculate self weight as we give self wt multiplier is 1.???
Thank you 😊 .. can you please explain how to simulate a lift plan on sap2000? I want to simulate lifting a structure using a crane and I want to calculate the deflection (on structure) resulting from this lift.. thank you in advance
Good job. But I have a query regarding self weight as in beam case you have applied point load similarly in column you applied UDL load but actually it is vice versa...
Bro, SAP have a issue that for Bending moment values taken from Center to center of frames, whereas in Etabs are if u put Auto in end offset it will deduct beam depth for column end offset automatically.
Because of this problem concrete design have huge variation between etabs and SAP.
Do u have solution? How to assign end offset same like etabs in SAP?
Very good video. 👍🏻
Superb explanation brother
Thank you Bharath ☺️
Sir can you model solid cylinder in SAP2000???
Sir can be make a composite column such as cfst column using sap2000
Sir....design of building with raft foundation and analyze with soil structure interaction effect....please. is design ka video upload kr skte ho??
Very nice
sir we want more videos on sap 2000
Can you model diagrid steel structure using sap 2000?pls
Bro it was a good tutorial... btw i have a doubt... the selfwt of the structure is automatically calculated by the software itself na... then why we are assigning separately?
There is no need to assign the self weight of structure. Csi software's assigns automatically in both etabs as well as in sap 2000.
Yeah. No need to assign self weight of the structure.
Nice tutorial, pls can you extract details from Sap2000?
I will try definitely in my upcoming videos 👍🏻
@@civilengineeringbyshravan9596 will be looking forward to that
Thanks
And why are you calculating the dead load ? You have already defined the Dead Load in the Load patterns right?
Of course.. you are correct 100%..
Dont need to calculate and assign them
Sir plz make video on analysis of bridge in SAP 2000 🙏🙏🙏🙏
I will update soon
@@civilengineeringbyshravan9596 thank you sir 🙏🙏
Brother which institute is better to learn SAP 2000 in Delhi?
Sorry I don’t know exactly
@@civilengineeringbyshravan9596 ok thanks
Hi, i have a question, I'm new to sap2000 (please don't judge me) How did you made the model/structure shake? (in 14:11). answer my curious mind please, I'm finding most of the tutorials but I couldn't find any 😭
It is made by clicking on start animation view option
can someone help for column design ?
where did u get 25?
I CAN NOT PS BUTTON
You assigned dead loads in wrong way. SAP calculates Dead load on its own. also you assigned in Global Y direction as its a gravity load must be given in glbal Z direction as per SAP2000.
Respectively respectively 300 times Hindi me v video banao yar
hindi choro bhai kuch nhi rakha
WHY ASSIGNED THE DEAD LOAD?
In sap software we need to apply loads separately for dead load for all members
@@civilengineeringbyshravan9596 that's not correct, I saw many videos they didn't assigned the dead load ( own self- weight), this is automatic process in all csi softwares.
@@civilengineeringbyshravan9596 This is economically incorrect. In Load Patterns, you have the selfweight multiplier to 1, thus adding another dead load physically to the structure will double your deadload.
why is concrete slab designed as "membrane" shouldn't it be designed as a "shell-thin"?? Since the concrete solid slab has considerable flexural stiffness hence it should be designed as a shell NOT A MEMBRANE.
It is more conservative.. because then the moments will be absorbed by the frames.. so you design beams for a slightly higher moment..
@@Structural_analysis oh i see… thanks 🙏
@@jrimman
im not sure about shell thin because shells you have membrane + flextural stiffness
But in a real slab you have only flexural stifness.. nothing with membrane action (not develping inplane action such as a peice of baloon which is fully membrane behvaiour). Therefore correct idealization should be "plate".
Membrane - inplane stifness
Plate- out of plane stifness
Shell- both inplane and out of plane stifness
but for this model you will takes the forces and moments to design the beams and frames..
So with membrane assumption, conservative design.
@@Structural_analysis yeah I totally agree with you. Concrete slabs should be considered as a plate section. The conservative design of making frames stronger is also convincing.
But if i am right! The tension reinforcements in slab will provide membrane action in concrete slab.