Tower Crane Foundation Design Calculation Example Link Verified

Minimum steel ( \rho_min = 0.0013 b h = 1950 , mm^2/m ) → provide T20 @ 150 mm (2090 mm²/m) top & bottom.

Using the above values, the foundation design calculation can be performed: tower crane foundation design calculation example link

Ptotal=Wf+Vmaxcap P sub t o t a l end-sub equals cap W sub f plus cap V sub m a x end-sub Minimum steel ( \rho_min = 0

Sliding FOS=μ×(V+Wpad)H≥1.5Sliding FOS equals the fraction with numerator mu cross open paren cap V plus cap W sub p a d end-sub close paren and denominator cap H end-fraction is greater than or equal to 1.5 tower crane foundation design calculation example link