~3.8 t
Reinforcement
2 footing types, 6 off total
Bar marks
F1 ×4 + F2 ×2 isolated pads
Elements
EN 1992-1-1:2004
Design code
Manual
~4 hours
FrameAI
3 minutes
Description
Foundation schedule for a six-column, three-bay RC office frame. Two footing types: F1 (2500×2500×600 mm, 800 kN) and F2 (2000×2000×500 mm, 550 kN + 25 kNm). EN 1992-1-1 §6.4 punching shear at u1 control perimeter 2d from column face (β eccentricity factor), §9.8.2 cantilever bending from uniform bearing pressure, §9.8.3 anchorage check (straight bar lbd vs available projection), EN 1997-1 bearing pressure vs 150 kPa allowable. Full BS 8666 foundation schedule with shape codes 00 (straight) and 21 (hooks) per mat. Top and bottom mesh listed per footing with total quantities and mass per footing type.