$0.933 \text{ m} > 0.833 \text{ m}$ FAIL. The eccentricity is outside the middle third. This implies part of the foundation is lifting off the ground (tension), which is unacceptable for a gravity base on soil. Adjustment to Design We need a heavier or wider foundation. Let's increase the width to 5.5 m and keep the depth at 1.2 m . Imsai Arasan 23am Pulikesi Movie Download Tamilyogi - I Can
$129.8 \text{ kN/m}^2 < 200 \text{ kN/m}^2$. PASS. The soil can easily support the crane. Download Harry Potter And Deathly Hallows- Part 1 -2010- 720p.mkv Filmyfly Filmy4wap Filmywap
We use the max pressure calculated previously: $\approx 130 \text{ kN/m}^2$.
Allowable $q_{all} = 200 \text{ kN/m}^2$.
The soil pressure acts upwards. The self-weight acts downwards. Conservative design assumes the maximum ground pressure acts across the cantilever tip.
$(5.5 - 1.6) / 2 = 1.95 \text{ m}$.
Assume cover = 50mm, Bar diameter = 20mm. $d = 1200 \text{ mm} - 50 - 20 - (20/2) = 1120 \text{ mm} = 1.12 \text{ m}$.