MASHA ALLAH. No doubt. Excellent effort. Wonderfully explained each n every thing. Please start Staad Pro series also . Humble request. There are lot of videos but the way you explained' Masha Allah great... Allah Pak apko bht taraqqi dy. Aameen
HI BOSS, IF WE INTENTIONALY DESIGN A SHEAR CONNECTION, THEN WE SHOULD USE A BIGGER DEPTH BEAM SO THAT IT CAN TAKE THE WHOLE MOMENT BY ITSELF INSTEAD OF TRANSFER IT TO CONNECTION, HENCE WE WILL GET A LARGER DEFLECTION AT MIDDLE... AM I RIGHT? THANKS
I have combined two ISMC 150 like a box as beam section. However I cant add them as beam section for connection design. I have tried the Tube section of same dimension but the software doesnt recognize it as beam section. It only take I section as beam. Anyone know how I can get around this problem?
Actually you are right these are limitations of this software. You can use Idea statica instead if the connection is different from the typical ones given in Ram connections
End plate beam to Column steel connection design using Ram connection
Good work.
very very good
MASHA ALLAH. No doubt. Excellent effort. Wonderfully explained each n every thing. Please start Staad Pro series also . Humble request. There are lot of videos but the way you explained' Masha Allah great... Allah Pak apko bht taraqqi dy. Aameen
Thankyou sir . Thanks
HI BOSS, IF WE INTENTIONALY DESIGN A SHEAR CONNECTION, THEN WE SHOULD USE A BIGGER DEPTH BEAM SO THAT IT CAN TAKE THE WHOLE MOMENT BY ITSELF INSTEAD OF TRANSFER IT TO CONNECTION, HENCE WE WILL GET A LARGER DEFLECTION AT MIDDLE... AM I RIGHT? THANKS
Yes the depth is related to the moment
Hi Sir
Yes
how to rotate the object sir?
Can you do a steel beam to concrete column connection where the concrete is poured over the steel beam?
Yes sure.
@@EngineeringLearningPlatform okay thank you! Will be looking out
Sir can i get the link of the same building design in etabs that you are using for connection design?
Quite frankly we don't have those models available now
I have combined two ISMC 150 like a box as beam section. However I cant add them as beam section for connection design. I have tried the Tube section of same dimension but the software doesnt recognize it as beam section. It only take I section as beam. Anyone know how I can get around this problem?
Actually you are right these are limitations of this software. You can use Idea statica instead if the connection is different from the typical ones given in Ram connections
How to do comnection design if column is of double channel section???
Will be covered
Hope you will cover soon
How to add Double Channel Section as Column in RAM connection