Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 216
X, or horizontally shaded area below pointof contra-flexure, by taking area and mean pressure on each section, = say 188-3G cwt., and the hoop tension will therefore be 777^^7.-. = :]0 cwt. or 15 tons. By a more accurate method, taking the area by plani-meter = 1 sq. in. x 100 cwt. to 1 in. x 2 ft.… … i^re/coi Joints) ^i^ fyaw K> m 9./. ■m y / 14 Y leslcM:] Y I 1 J J \ i ; 9 SS5 \ Ordinaees of otjororef (Tension tr) ygrticotJoirxi) square foot on the bed joint, and to obtain this the total thrust mustbe divided by the circumference and the thickness of dome at thepoint under consideration.…
Building · Structural analysis (Engineering)
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