1. 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 in mul- tiples of 1 mm for thickness and in multiples of 4 mm for width. Assuming width to be welve times the thickness and E = 200 GNm, determine suitable values for the thickness, width and number of plates and the radius to which the plates should be formed.
1. 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 in mul- tiples of 1 mm for thickness and in multiples of 4 mm for width. Assuming width to be welve times the thickness and E = 200 GNm, determine suitable values for the thickness, width and number of plates and the radius to which the plates should be formed.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.2.7P: Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 15 in. and...
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