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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

LTM 1 160-5 .1 Grue mobile - freecranespecs.com1).pdf · 2 LTM 11605.1 ft ft 43 ft 57 ft 72 ft 87 ft 102 ft 116 ft 131 ft 146 ft 161 ft 176 ft 191 ft 203 ft * 85% 43 203 ft 102500

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