20000 9750 800 9750 100 1900 1000 Total horizontal load from the blades Total weight force from the blades 1 Distributed wind load on tower = × Pair × wind² × width of the tower Pair = 1.2 kg/ m² Distance from the centre of the blades tothe center of the Tower
20000 9750 800 9750 100 1900 1000 Total horizontal load from the blades Total weight force from the blades 1 Distributed wind load on tower = × Pair × wind² × width of the tower Pair = 1.2 kg/ m² Distance from the centre of the blades tothe center of the Tower
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter4: Engineering Communication
Section: Chapter Questions
Problem 19P
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Question
needing help with bending moment and shear diagram for my wind turbine tower. these are my dimensions. the example free body diagram is provided. The material I am using is S355 steel that has a density of 7850kg/m^3. the tower dimensions are as follows:
- Width (W) of the column is 1m
- Depth (D) of the column is 1m
- Height (H) of the column is 20m
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