As far as I know you need the check the main beam for torsion. The moment in the cantilever will induce torsion in the main beam.
Interested to hear what other people say to learn about this matter.
I am Designing A braced Cofferdam. The inside dimension is 70.67'x20'. The long wale that i have is 70.67' long with struts at least every 19.33'. If I understand the bracing specification of AISC correctly I see that the sheet pile and cross struts brace the wale in x direction and the top and...
I have uploaded 2 files. the loaing is the soil pressure from outside.
one showing the shear for my model. this boxes without any hole has a highest shear of 14.5 kips per ft. But with the holes the shear goes as high as 31 kip per ft...
Hi,
I am modeling a junction box for storm drainage in RISA3d. Its an underground concrete box with some hols for pipes.
When i model the box with circular or rectangular cutout for pipes the shear concentrates a lot, which seems unrealistic. I need ideas or reference, that will help me reduce...
