Detail plan of Reinforcement lean concrete, stub column and pile cap.

This Architectural Drawing is AutoCAD 2d drawing of Detail plan of Reinforcement lean concrete, stub column and pile cap. Total Cutting Length for Vertical Reinforcement = Anchorage Length at the bottom of the pile + the height of the pile + development length (40d) + Lap length (50d) – clear cover provided at the bottom.  The overall depth of pile cap shall also be selected such that the effective depth of bottom reinforcement is at least 12 inches. The grade of concrete to be used for piling should be minimum M25 (or as as required at the site for load conditions) with the minimum cement content of 400 kg/m³. For more details and information download the drawing file.