the springs corresponds to the coefficient of elas- Though alJ possible cases cannot obviously be enu- ticity of the material; and by fitting springs of varia-- abutments. The distribution of strains in an arch free from any merated in the present article, some instances will ble strength, the… … Fig. 8.—Arch supported while Fig. 2. Model showing strains by the Fig. 1.—Composite model of springs and being loaded. Assures in the paper covering. rigid sections. Fig. 4.—Arch adder load, showing breaks at crown and abutments. Fig. 5.—Arch with sliding abutment at one end. MODELS FOR…
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