Welded joints of steel structures in seismic vulnerability (11) Grading and concrete aggregate foam

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4.3 All edges and chamfer the edges of the upper block other areas should be oblique. The tolerance limit for deviations from the oblique edges of the longitudinal and transverse maximum 5 mm per 1000 mm length or width of the sample maximum deviation foam mart of 3 mm thick oblique edges.
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Welded joints of steel structures in seismic foam mart vulnerability (11) Grading and concrete aggregate gradation test procedure (2) stages of construction of a building foam mart (37) The roots of modern architecture (11) the amount of silica fume in concrete (3) The roots of modern architecture (10) the impact of the seismic vulnerability of structural steel welded joints (10) Wet Concrete holder (emulsion) (2) ceramics (8) Grading and testing methods for concrete aggregate gradation (1)
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