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Strength and deflection of circular uniformly loaded slab supported between center and periphery
Formulas for principal bending moments and deflections and for different positions of support, functions being plotted as ordinates and location of support as abscissas, both in nondimensional form; construction is suitable for roofs of circular structures where overhang is desirable.
Strength and deflection of circular uniformly loaded slab supported between center and periphery
Formulas for principal bending moments and deflections and for different positions of support, functions being plotted as ordinates and location of support as abscissas, both in nondimensional form; construction is suitable for roofs of circular structures where overhang is desirable.
Strength and deflection of circular uniformly loaded slab supported between center and periphery
Am Concrete Inst -- J
Sergev, S. (author) / Kashanisabet, M.H. (author)
1963
13 pages
Article (Journal)
English
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