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sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing

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Page 1: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 2: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 3: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 4: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 5: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 6: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 7: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing

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