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Calculation of seismic loads and bending moments on towers

2017-01-22View Original

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This post was last edited by liudongday on 2017-1-22 at 11:11. The first image shows an example from the explanation of towers, while the images in Chapter 2 present the formulas from the standards. Why, when the tower is divided into 8 sections for calculation, are there only three values calculated for the vertical seismic force at any given section according to the standard calculations? I’m a beginner; I hope experts will kindly offer their guidance!

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