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Guidelines for considering manufacturer data and safety factors. 2. Core Calculation Steps (Simplified Example) tower crane foundation design calculation example link
e=MtotalVtotal≤B6e equals the fraction with numerator cap M sub t o t a l end-sub and denominator cap V sub t o t a l end-sub end-fraction is less than or equal to the fraction with numerator cap B and denominator 6 end-fraction This public link is valid for 7 days
Required reinforcement: ( d = 1500 - 70 = 1430 , mm ) ( K = M/(b d^2 f_ck) = 635e6 / (1000 \times 1430^2 \times 30) = 0.0104 ) → very low → minimum reinforcement governs. Can’t copy the link right now
Mbase=M+(H×h)cap M sub b a s e end-sub equals cap M plus open paren cap H cross h close paren Calculate eccentricity (