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You have changed the definition of two way slab !!!
What should we not exceed an Angle between y??? Below 30 degree?
Great work Thank you
Please share the standards of Y shaped columns based on Indian Government norms. Thanks for the video!
000⁰000
🔥🔥🔥
Sir, by using which software, we can analysis Y shape column
Y column Concept can be done in Etab software
What about the reinforcement details for the y shaped column
This is stupid and wrong, if P1 and P2 is different magnitude then your screwed, there are bending moments and shear forces at point C. . . . all design codes require a load patterning to account for this
You have changed the definition of two way slab !!!
What should we not exceed an Angle between y??? Below 30 degree?
Great work Thank you
Please share the standards of Y shaped columns based on Indian Government norms. Thanks for the video!
000⁰000
🔥🔥🔥
Sir, by using which software, we can analysis Y shape column
Y column Concept can be done in Etab software
What about the reinforcement details for the y shaped column
This is stupid and wrong, if P1 and P2 is different magnitude then your screwed, there are bending moments and shear forces at point C. . . . all design codes require a load patterning to account for this