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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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
20000 9750 800 9750 100 1900 1000
Transcribed Image Text: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
Transcribed Image Text: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
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