Example 22.7I. A laminated steel spring, simply supported at the ends and centrally loaded, with a span of 75 cm is required to carry a proof load of 7.5 kN and the central deflection is not to exceed 5 cm. The bending stress must not be greater than 400 MN/m². Plates are available s mul- tiples of I mm for thickness and in multiples of 4 mm for width. Assuming width to be twelve times the thickness and E 200 GN/m, determine suitable values for the thickness, width and number of plates and the radius to which the plates should be formed.

Elements Of Electromagnetics
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Example 22.71. A laminated steel spring. simply supported at the ends and centrally loaded,
with a span of 75 cm is required to carry a proof load of 7.5 kN and the central deflection is not to
exceed 5 cm. The bending stress must not be greater than 400 MN/m. Plates are available in md-
tiples of 1 mm for thickness and in multiples of 4 mum for width.
Assuming width to be twelve times the thickness and E 200 GN/m, determine suitable values for
the thickness, width and rumber of plates and the radius to which the plates should be formed.
Transcribed Image Text:Example 22.71. A laminated steel spring. simply supported at the ends and centrally loaded, with a span of 75 cm is required to carry a proof load of 7.5 kN and the central deflection is not to exceed 5 cm. The bending stress must not be greater than 400 MN/m. Plates are available in md- tiples of 1 mm for thickness and in multiples of 4 mum for width. Assuming width to be twelve times the thickness and E 200 GN/m, determine suitable values for the thickness, width and rumber of plates and the radius to which the plates should be formed.
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