Juan15
Student
- Oct 10, 2023
- 3
I have this weather station pole that has been attached to an existing railing/stair. The railing and stringer were not initially designed to support this weather station pole. The (wind)
moment produce by the post on the railing at mid span is approximately 1082 pound per feet and the total dead load coming down from the pool is 135 pounds. I am wanting to check the existing stringer capacity for this added moment and load. I am aware that this is a couple moment of some sort and it’s creating it torsional effect on the Stringer. How would I go about checking the stringer. It’s a MC10x8.4