A RECTANGLE SUPPORTED ON ALL FOUR SIDES DETERMINATION OF THE MAXIMUM NORMAL STRESSES IN THE SLAB ONE OF THE SIMPLIFIED METHODS
DOI:
https://doi.org/10.52340/building.2024.01.69.09Keywords:
calculation scheme of the plate, set of sub-schemes, maximum deflection of the slab, bending moments and normal stressesAbstract
The article presents the etermination of maximum bending, bending moments and normal stresses in rectangular slabs supported by four lateral hinges by one of the simplified methods, which is called the method of intersecting rods.
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References
Chiras A.A. Structural mechanics. Theory and algorithms. "Stroyizdat", M., 1989.
Filin A.P. Modern problems of using electronic computers in the mechanics of solid deformable bodies. "Stroyizdat", L., 1974.32. Birger I.A., Mavlyutov R.R. Strength of materials. "Science", M., 1986.
Darkov A.V., Shpiro G.S. Strength of materials. "Higher School", M., 1965.
Kalmanok A.S. Structural mechanics of plates. "Mashstroyizdat", M., 1950.
Timoshenko M.P., Voinovsky-Krieger S. Plates and shells. M, 1963.6. D. Danelia, Z. 6.Madzaghua, D. Tabatadze, R. Tsvedadze. A practical method for determining maximum deflections and bending moments in rectangular plates under uniformly distributed loads. Building materials and products, Tbilisi, 2000.
D. Danelia, Z. Madzaghua, D. Tabatadze, R. Tskedadze. A practical method of calculations of a rectangular plate supported by a contour with a l oad in the form of a triangular prism. "Science and Technologies, No. 4-6, Tbilisi, 2001.
