.Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at A 2. Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E 3. BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=6m (3I) BC=5m (2I), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at C 4. BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=6m (3I) BC=5m (2I), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at A 5. Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at C
1.Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle)
Solve moment at A
2.
Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle)
Solve moment at E
3.
BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=6m (3I) BC=5m (2I), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle)
Determine the moment at C
4.
BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=6m (3I) BC=5m (2I), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle)
Determine the moment at A
5.
Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle)
Solve moment at C
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