Study of the Circular Arc Bow Girder

Cover Study of the Circular Arc Bow Girder
Study of the Circular Arc Bow Girder
A H Arnold Hartley Gibson
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Let the supports be arranged symmetrically, P 1 and P 2 being the reactions at the outer supports and Q that at the central support. These reactions may be obtained by expressing the facts (1) that the downward deflection at the centre due to the loading is equal to the sum of the upward deflections at the centre due to the forces JP lt P 2, and Q, in their respective positions ; and (2) that the downward deflection at PI due to the loading is equal to the upward deflection at this point due to
... forces P 15 P 2, and Q ; thus if, for example, P x and P 2 are each at 45 from the ends, we have Downward deflection at Q due to loading J-7272, -053) j/i-r* -{ _ _i_ - _ '- \

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