Hello Tonmy, could you please explain about the role of bolts cross section / grade in tensile resistance, in all failure aspects ( Yield/ rupture/ block shear) it's noticed that only Fy / Fu of member + member cross section are the effecting parameters only. Thanks in advance
Very nice visualisation ..thanks 🙏 Sir ..little problem in video sound please see to it ..wanted to ask if you could do a video on graph of attenuation on channel routing of inflow outflow muskingum equation how slopes are different storage happens since inflow rate more then they meet means rate equals and need for instantaneous hydrograph why a rainfall fictuous needed and thirdly derivation of T hours from S curve graph how data confirmed on graph ie subraction of ordinates Sa-Sb ...
Truly amazing,got my concept completely clear.
After a long time.. hope everything is well 🙏
Hello sir..
You are doing great work...
Please make guidance vedio for freshers structural engineering student like me ....
Could you please specify ?
Hello Tonmy, could you please explain about the role of bolts cross section / grade in tensile resistance, in all failure aspects ( Yield/ rupture/ block shear) it's noticed that only Fy / Fu of member + member cross section are the effecting parameters only.
Thanks in advance
amazing
Thanks
Very helpful 👌
Glad to hear that
Thanks !
🙏
Nice
🙏
Very nice visualisation ..thanks 🙏 Sir ..little problem in video sound please see to it ..wanted to ask if you could do a video on graph of attenuation on channel routing of inflow outflow muskingum equation how slopes are different storage happens since inflow rate more then they meet means rate equals and need for instantaneous hydrograph why a rainfall fictuous needed and thirdly derivation of T hours from S curve graph how data confirmed on graph ie subraction of ordinates Sa-Sb ...
😀...well I'll try
Double cantilever me when both bending torsion happens due to point load at far fix end please visualise in 3D