axial compressive strength

[wangkiky]

<p>6mm, and should be planted, through the welding method setting interface structural reinforcement. After pouring layer in longitudinal reinforcement diameter should not be less than 14mm; the stirrup diameter should not be less than 8mm and not less than the diameter of the corresponding column stirrups, stirrup spacing should be the same as in the column. The thickness of the concrete layer two times outside the wall should not be less than 50mm, the concrete strength grade should not be lower than the strength of </p>
<p>the existing wall. With the rough surfaces of the concave convex difference should be not less than 4mm, and should be planted, through the welding method setting interface structural reinforcement. The diameter of the vertical and horizontal reinforcing bars in the post pouring layer shall not be less than 8mm and should not be less than the diameter of the corresponding reinforcement in the wall.Changes in geological structure, the house will be affected. Especially in the earthquake prone areas, the house structure </p>
<p>needs to consider the impact of earthquakes. Then, to the frame structure frame pillar mine axial compression ratio to one or two, three or four values, to resist the earthquake effect? One or two, seismic grade three or four kinds of structure of frame column, frame column, the axial compression ratio should not be greater than the limit value specified in the table below. The limit values of axial compression ratio should be reduced properly for high rise buildings on the site. The design of column axial pressure ratio </p>
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handежикВиноСтефСониSudhJohnFortИльчObseСивоAlexMicrtuchkasрукоШафи

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Econ

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129.7

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Econ

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107

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Econ

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