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Thank you, it was very useful!!
Thank you so much 😍🙏it was really helpful.
This the best .reallly help .change the directions sign 👍👍👍👍
What if wall was tilted at 45 degree? Will value of C and D will be transposed and load direction will stay Local 3?
In that case just calculate the load component at an angle of 45 degress and that load wil be applied at local 3 Axis..
@@M.Khan325 Thanks, Why Units for A, B and C are lb/ft3 but for D is lb/ft2? here in ETABS
Why you apply fixity at top
To show the behaviour of wall deflection due to application of loads.
tnx
Thank you, it was very useful!!
Thank you so much 😍🙏it was really helpful.
This the best .reallly help .change the directions sign 👍👍👍👍
What if wall was tilted at 45 degree? Will value of C and D will be transposed and load direction will stay Local 3?
In that case just calculate the load component at an angle of 45 degress and that load wil be applied at local 3 Axis..
@@M.Khan325 Thanks, Why Units for A, B and C are lb/ft3 but for D is lb/ft2? here in ETABS
Why you apply fixity at top
To show the behaviour of wall deflection due to application of loads.
tnx
This the best .reallly help .change the directions sign 👍👍👍👍