Design of base plate connection (Built-up Column) | IS 800:2007 | ETABS & IDEA STATICA | Stiffener |

[@mallikarjunatkalamma]

I saw yours all videos of SAP2000 Thanks for this effort, please continue and explain each and every content regarding SAP2000

[@civilconst]

Thank you, I will

[@Alisha_Pradhan9602]

In case we assign metal sections in the first floor, should we provide fixed joint on the first floor for the result forces Fz, My Mz which are needed for the connection design in idea statica?

[@mallikarjunatkalamma]

This type of videos are also more informative

[@sayedurrahman1971]

Thanks . Your are very good and smart. So much informaiton. Please upload more videos

[@civilconst]

Thank you, I will.

[@rabinkisee6828]

Such a handy package for beginner thank you Sir and make video on underground water tank design

[@civilconst]

Will do soon

[@mallikarjunatkalamma]

Please continue and explain each and every content regarding SAP2000

[@civilconst]

Sure

[@Er_sanjay_blogs]

Thank you so much. Do you provide class as well??

[@civilconst]

No, sorry 💔

[@Swatisangraaj]

do you provide training for steel structure

[@Er_sanjay_blogs]

For connection design of truss. Which which connection need to design? 1) rafter-strud connection Next?

[@kishorthapa7037]

to what Percentage of eccentricity can we go while designing a residential building upto 4/5 storey? . when i am modelling a building in etabs and as per IS code eccentricity of a building is limited to 5% but it is very often that we come across having more than 5 %, generally 10 to 15% and i can not change the drawing and it is only 4 storey building? so how to deal with that case!!!

[@civilconst]

You have to incorporate that eccentricity into your design.

[@binayaksamanta863]

Please make a video on design of pile foundation

[@civilconst]

Will try soon

[@Analysis-Of-Structures]

Kindly reply....Anchor...Not Calculated same problem here..... I have searched every where on KZbin..... No one says about this..... Why Anchor not calculated..... Bolt forces are there

[@civilconst]

IS code doesn’t consider anchor bolt design. Use ACI code

[@maniksmkandan137]

Earth work excavation point marking in total station explain video upload please sir

[@civilconst]

We will try