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Answered by BRAINLYSHAURYA2006
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a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed​

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