Tower Crane Foundation Design Calculation Example Link Better ✦ Editor's Choice

Since 196 kPa < allowable 200 kPa → .

concrete slab. If it's too light to resist wind moments, increase dimensions (e.g., to ) and recalculate until stability is achieved. Essential Reference Links tower crane foundation design calculation example link

$$P_total = N_crane + W_c$$ $$P_total = 150 + 243 = \mathbf393 \text kips$$ Since 196 kPa &lt; allowable 200 kPa →

Since 196 kPa < allowable 200 kPa → .

concrete slab. If it's too light to resist wind moments, increase dimensions (e.g., to ) and recalculate until stability is achieved. Essential Reference Links

$$P_total = N_crane + W_c$$ $$P_total = 150 + 243 = \mathbf393 \text kips$$