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Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE, profile picture
Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE

The document contains a table with section numbers, dead loads, wind loads for a wind pressure coefficient of 0.2, and wind loads for a wind pressure coefficient of -0.3. Wind loads are listed for two different wind pressure coefficients to understand the impact of varying wind conditions on the structural load calculations.

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SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
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SAMPLE OF MY PROJECTS
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SAMPLE OF MY PROJECTS
Sectio n No. Dead load Wind load (Cpi=0.2) Wind load (Cpi=-0.3) Results 1 2
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS
SAMPLE OF MY PROJECTS

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SAMPLE OF MY PROJECTS