Question

for the circuit shown abouve,
find
~the value of current through each resistance.
~ the total current in circuit
~the total resistance of circuit.
~total voltage in the circuit



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Answer 1

Answer:

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 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 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 deflection if the weight 10kn is dropped from a heisht h=0.5m on

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