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Foundation Details - Steel Column anchored to base & sole plate. - Cleat connection provided for stability. - Finished Floor Level (FFL): 0.600 m above Ground Level (GL: 0.00 m). - Plinth Beam ties the foundation at GL. - Pedestal bars with ties: T8 @ 150 mm c/c. - Top reinforcement (both ways) for slab strength. - Bottom reinforcement (both ways) for load distribution. - Development length: 24D maintained for reinforcement. - PCC layer: 100 mm thick below footing. - Foundation depth: 1500 mm up
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Foundation Details - Steel Column anchored to base & sole plate. - Cleat connection provided for stability. - Finished Floor Level (FFL): 0.600 m above Ground Level (GL: 0.00 m). - Plinth Beam ties the foundation at GL. - Pedestal bars with ties: T8 @ 150 mm c/c. - Top reinforcement (both ways) for slab strength. - Bottom reinforcement (both ways) for load distribution. - Development length: 24D maintained for reinforcement. - PCC layer: 100 mm thick below footing. - Foundation depth: 1500 mm up
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Foundation Details - Steel Column anchored to base & sole plate. - Cleat connection provided for stability. - Finished Floor Level (FFL): 0.600 m above Ground Level (GL: 0.00 m). - Plinth Beam ties the foundation at GL. - Pedestal bars with ties: T8 @ 150 mm c/c. - Top reinforcement (both ways) for slab strength. - Bottom reinforcement (both ways) for load distribution. - Development length: 24D maintained for reinforcement. - PCC layer: 100 mm thick below footing. - Foundation depth: 1500 mm up
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Foundation Details - Steel Column anchored to base & sole plate. - Cleat connection provided for stability. - Finished Floor Level (FFL): 0.600 m above Ground Level (GL: 0.00 m). - Plinth Beam ties the foundation at GL. - Pedestal bars with ties: T8 @ 150 mm c/c. - Top reinforcement (both ways) for slab strength. - Bottom reinforcement (both ways) for load distribution. - Development length: 24D maintained for reinforcement. - PCC layer: 100 mm thick below footing. - Foundation depth: 1500 mm up
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