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Page 1: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of
Page 2: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of
Page 3: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of
Page 4: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of
Page 5: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of
Page 6: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of

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Page 7: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of

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Page 8: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of

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Page 9: Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of

TRIAL MODE − a valid license will remove this message. See the keywords property of this PDF for more information.