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  Chapters by M.G. Coutie Chapters by G. Davies Chapters by transverse wind (the top chord serves as the top the portal inclination of the roof centre. value of prestress prestress introduces extra forces in the structure. to prestress vertical ties that they remain in tension unfactored dead load plus snow. This choice was also in anticipation of future fatigue calculations to limit the load variations in the lateral ties. initial prestress is

  Books by M.G. Coutie Books by G. Davies Books by transverse wind (the top chord serves as the top the portal inclination of the roof centre. value of prestress prestress introduces extra forces in the structure. to prestress vertical ties that they remain in tension unfactored dead load plus snow. This choice was also in anticipation of future fatigue calculations to limit the load variations in the lateral ties. initial prestress is

  Articles by M.G. Coutie Articles by G. Davies Articles by transverse wind (the top chord serves as the top the portal inclination of the roof centre. value of prestress prestress introduces extra forces in the structure. to prestress vertical ties that they remain in tension unfactored dead load plus snow. This choice was also in anticipation of future fatigue calculations to limit the load variations in the lateral ties. initial prestress is

  Headings by M.G. Coutie Headings by G. Davies Headings by transverse wind (the top chord serves as the top the portal inclination of the roof centre. value of prestress prestress introduces extra forces in the structure. to prestress vertical ties that they remain in tension unfactored dead load plus snow. This choice was also in anticipation of future fatigue calculations to limit the load variations in the lateral ties. initial prestress is

  Thesis by M.G. Coutie Thesis by G. Davies Thesis by transverse wind (the top chord serves as the top the portal inclination of the roof centre. value of prestress prestress introduces extra forces in the structure. to prestress vertical ties that they remain in tension unfactored dead load plus snow. This choice was also in anticipation of future fatigue calculations to limit the load variations in the lateral ties. initial prestress is