Light Pole Foundation Calculations

If the pole is specified as rectangular the module will multiply the value entered for footing width 1 41 to determine an equivalent width dimension for calculations.

Light pole foundation calculations. Flagpole base design calculator. Civil engineering design applications. This calculator will determine the flagpole base design requirements per ibc and ubc. This course highlights the requirements for determining the embedment depths required and foundation pressures for pole foundations for signs flagpoles light poles and pole framed buildings in accordance with section 1804 and paragraph 1805 7 of the 2006 international building code.

Finding the circumference or distance around the base allows determination of the radius and. Determine the size of the light pole base by calculating its area in square inches. Bases of light poles are circular in shape. Polefdn is a spreadsheet program written in ms excel for the purpose of analysis of a pole foundation assuming the use of a rigid round pier which is assumed free at the top and subjected to lateral and vertical loads.

The concrete foundation must be designed by a qualified engineer with knowledge. Anchor bolts and light pole foundation anchor bolts are the most commonly used method to secure poles to concrete foundations. Isolated pole factor ibc 1804 3 1 or ubc note 3 on tab 18 i a. First part is 2 7 meter height with 140mm diameter second part of pole is 2 7 meter height with 146 mm diameter and.

Download geotechnical engineering software polefdn 2 3 developed by alex tomanovich. Their diameter and length are specifically selected to withstand load limitations listed in the catalog for each pole. A design criteria for pole foundations is indicated in section 1804 and paragraph 1805 7 of the 2006 international building code. High mast light pole foundation design is generally undertaken in the same manner as any concrete spread or pad foundation.

Pole foundation design with spreadsheet. The principle is to make the foundation large enough so that the overturning moment does not exceed the maximum bearing capacity of the soil. Restraint at ground surface specify whether the footing is free at the ground surface or restrained and cannot translate. Pole foundation design with spreadsheet.

Calculate pole foundation size and wind pressure on pole for following details. This criteria applies to vertical.