I am working replacing an old silo is replaced with a higher one (68' old and 100' new) but same diameter. At door the old silo had #4 dowels @ 3" o/c.
My question is if the old bar are cut (at top of foundation) and new dowel bars are to be placed (w/ Epoxy) in the foundation, the spacing...
Hello Everyone
I am designing a pile cap (70' dia. and 2' deep) with timber pile type B (capacity 40 kips/pile) for a tank with total load of 10000 kips. I am using total of 261 piles as per arrangement.
What should be the embedment depth (inches) of timber pile into pile cap. Thank you in...
Can someone help me in calculating the negative moment (or moment at support)
I am designing a pedestal with a circular slab of diameter 50 feet supported on a circular wall of 8" thick and 38 feet outer diameter. The thickness of the slab is 27"
Loads:
Self Wt of Slab = (150 lb/ft^3)*...
Hello
I am designing a pedestal with a circular slab of diameter 50 feet supported on a circular wall of 8" thick and 38 feet outer diameter. The thickness of the slab is 28" (governed by shear design)
I am looking for a good example for two-way reinforcement detail. Can someone give me any...
