Open Source Pontoon Calculations: Difference between revisions
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(Created page with "https://docs.google.com/spreadsheets/d/1g25NPtYieM_6B7hbM9tswAFN50UOvFS7TzwrgoWwzXs/edit?usp=sharing") |
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=Weight and Buoyancy= | |||
https://docs.google.com/spreadsheets/d/1g25NPtYieM_6B7hbM9tswAFN50UOvFS7TzwrgoWwzXs/edit?usp=sharing | https://docs.google.com/spreadsheets/d/1g25NPtYieM_6B7hbM9tswAFN50UOvFS7TzwrgoWwzXs/edit?usp=sharing | ||
=Steel Frame Add-on= | |||
==Using 1/4"x4" angle and 1/4"x2" Tubing For Bottom== | |||
*Verticals and Top: 31 feet of 1/4"x4" angle - 6.8 lb/ft = 231 lb | |||
*190 for base, equivalent. | |||
*'''421 lb total''' | |||
==Using 1/4"x2" Angle + 1/2" Rebar in Tension== | |||
*190 base - same | |||
*Top - 115 lb | |||
*16 lb rebar | |||
*2 lb weld | |||
*Bolts - 3 lb | |||
*'''325 lb total''' | |||
Latest revision as of 21:09, 2 August 2020
Weight and Buoyancy
https://docs.google.com/spreadsheets/d/1g25NPtYieM_6B7hbM9tswAFN50UOvFS7TzwrgoWwzXs/edit?usp=sharing
Steel Frame Add-on
Using 1/4"x4" angle and 1/4"x2" Tubing For Bottom
- Verticals and Top: 31 feet of 1/4"x4" angle - 6.8 lb/ft = 231 lb
- 190 for base, equivalent.
- 421 lb total
Using 1/4"x2" Angle + 1/2" Rebar in Tension
- 190 base - same
- Top - 115 lb
- 16 lb rebar
- 2 lb weld
- Bolts - 3 lb
- 325 lb total