IDEA StatiCa: tutorial-7: Column-beam moment connection using bolted extended end plates.

[@Structure-Dubai]

very nice explanation thank you

[@syedarsalanali8506]

Great Video Sir. Thank you for great explanation. I have a question here. Software give design resistance Load Factor of 1.74. you have applied bending moment and shear force both in the EPS analysis. so why you did not apply load factor to shear force in DR analysis. since load factor the software give is for both shear force and moment that you have applied in the EPS??

[@shambhurajpawar4524]

How to approach progressive collapse connection design under middle column removal. How the loading will look like ? Please guide 🙏 .

[@lion_hawk]

Nice

[@shambhurajpawar4524]

How to approach progressive collapse connection design under middle column removal. How the loading will look like ? Please guide 🙏 .