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 _    _    __   __    _____      ___     _    _   
| || | ||  \ \\/ //  / ____||   / _ \\  | || | || 
| || | ||   \ ` //  / //---`'  | / \ || | || | || 
| \\_/ ||    | ||   \ \\___    | \_/ || | \\_/ || 
 \____//     |_||    \_____||   \___//   \____//  
  `---`      `-`'     `----`    `---`     `---`

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Text this: Design of columns subjected to axial compression, nominal and large bending moments using BS 5950:2000 and Eurocode 3