ขนาดวิดีโอ: 1280 X 720853 X 480640 X 360
แสดงแผงควบคุมโปรแกรมเล่น
เล่นอัตโนมัติ
เล่นใหม่
The video was really helpful 🙌
Very well explained but can you tell me why not we directly use the load case DL+SDL+0.75LL (IMMEDIATE SUSTAINED DUE TO 75% LLL)
Is there a way to click on the deformed shape at a spot and permanently display the deflection at that point?
No. In SAFE, there is no option like that.
Slab Deflection =Minus the deflection value of slab from beam values to get the Slab deflection values ,
why so?@engrkamranullahkhan 1083
Can the same principle be used for PT design? By including the Stressing load cases?
Yes! we can apply the same principle.
It gives me one color what's wrong?! I checked loads on the slab and the combinations
Check your contour range and set the min and max to 0.
Where to find the contour
WHY NOT USE STIFNESS MODIFIRE IN MODE AS PER ACI CODE
You're studying the actual cracking by using the non linear analysis case therefore no need to add the appropriate modifiers values
The video was really helpful 🙌
Very well explained but can you tell me why not we directly use the load case DL+SDL+0.75LL (IMMEDIATE SUSTAINED DUE TO 75% LLL)
Is there a way to click on the deformed shape at a spot and permanently display the deflection at that point?
No. In SAFE, there is no option like that.
Slab Deflection =Minus the deflection value of slab from beam values to get the Slab deflection values ,
why so?
@engrkamranullahkhan 1083
Can the same principle be used for PT design? By including the Stressing load cases?
Yes! we can apply the same principle.
It gives me one color what's wrong?! I checked loads on the slab and the combinations
Check your contour range and set the min and max to 0.
Where to find the contour
WHY NOT USE STIFNESS MODIFIRE IN MODE AS PER ACI CODE
You're studying the actual cracking by using the non linear analysis case therefore no need to add the appropriate modifiers values