I have one story 3d frame. Total ht is 20ft. and want to add one beam at 11 ft level tin z-z direction to brace. then in staad do i have to define Ly and Lz for column for KL/r calculation or software will consider by itself. if yes then after adding one beam in z-z direction my Ly = 20 and lz =...
Hello
i am designing one flitch beam. i have one 4x10 sawn lumber and trying to put one channel on each side.
does any body have any reference calculation for flitch beam.
I am trying to design restrained concrete basement wall. i have 13 ft high wall. Soil weight is 125 pcf.
Angle of internal friction is 28degree.
I have to design this wall for Eq. fluid pres. @ 61 psf/ft.
I can get moment based on triangular pressure and design the reinforcement.
Now if i...
Hi
i am checking double angle shear connection. I have staggered bolt pattern. The beam is W 14x22. it has 4 in cope and depth of cope is 1.25 in. In Angle, the first bolt is located at 1.5 in (edge distance) from angle and in beam the bolt is at 3 in (edge distance) from angle. The angle...
