The document provides input data for the design of a concrete column including the load, grade of concrete, dimensions of the column, and bearing strength of the concrete. It then calculates the required and provided area of the base plate, bearing pressure, and confirms the assumptions are satisfied without needing to further design the connection between the column and base plate.

1. INPUT DATA
COLUMN LOAD= 1000000.00 N SMALLER PROJECTION 97.45 2848.96
GRADE OF CONCRETE= 15.00 Mpa GREATER PROJECTION 97.45 9496.52 200
DEPTH OF SECTION= 200.00 MM
WIDTH OF FLANGE= 200.00 MM THICKNESS OF BASE PLATE 468.90 21.65 23.65 TRUE
THICKNESS OF FLANGE= 12.70 MM
THICKNESS OF WEB= 10.60 MM
SOLUTION PROVIDE NOMINAL CLEAT ANGLES ON FLANGE OF SIZE-50X50X6
BEARING STRENGTH OF CONCRETE 6.75 Mpa
REQUIRED AREA OF BASE PLATE
148148.15
DIMENSIONS OF BASE PLATE 384.90 394.90
AREA PROVIDED 155946.15
BEARING PRESSURE OF CONCRETE 6.41 TRUE ISA 50X50X6
24
M15
395
200.00
395 200.00
ASSUME COMPLETE BEARING BETWEEN COLUMN AND BASE PLATE THERE LOAD
WILL TRANSFER THROUGH IT AND NOT NECESSARY TO DESIGN CONNECTION.
MM2
MM2