Iron Steel And Fire Proof Construction

Cover Iron Steel And Fire Proof Construction
Iron Steel And Fire Proof Construction
Paul N Paul Nooncree Hasluck
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130 and 131 may be considered theoretically without touching trigonometry. The load to be carried is very small, especially if the dome forms PRACTICE OF IRON AND STEEL CONSTRUCTION. 91 part of some internal ornamentation and is in reality only a shell. Take the load as 1 cwt. Per ft. Super, of horizontal surface. Although the pressure on the curbs is not continuous round the circumference, but concen- trated at points, the curb may be considered in the same way as a pipe under pressure would b...e. Considering a half-section of a pipe (see Fig. 136) of which d is the diameter, r the radius, and p the pressure per sq. In. Of whatever the pipe contains, the force tending to burst it is d x p. To resist this force there is the metal on each side of the pipe, so that the tension T in the metal on one side only must be T = - ; or r p, where r is the radius, 2 p in the case under consideration is obtained from the thrust of the twenty-four ribs, so that the pressure per ft. Of circumference, if t is the thrust in each rib 24 t 3-82 t P = x r 3-82 t and as T = r p and p = - r 3-82 t T = r x - = 3-82 t r The thrust on the top curb from each rib may be ob- tained by taking moments.

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