4. Use Castigliano's theorem to find the vertical and horizontal deflections at joint C of the truss given below. Use E=
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4. Use Castigliano's theorem to find the vertical and horizontal deflections at joint C of the truss given below. Use E=
4. Use Castigliano's theorem to find the vertical and horizontal deflections at joint C of the truss given below. Use E=20,000kN/cm² and cross-sectional area of 20 cm². (25%) 30 kN 30 kN 30 kN 5 m to B C D b 5 m (c) 5 m 3 2 m 3 12 m
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