张拉力与压力值计算

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1、张拉力与压力值计算一、计算过程张拉力P=1358×139×11=2076382=2076.4KN0.1P0.35P0.5P0.7P1.0P207.6726.71038.21453.52076.4二、计算结果（表）张拉力与压力值计算表钢绞线根数千斤顶编号压力表编号0.1σcon0.35σcon0.5σcon0.7σcon1.0σcon张拉力（KN）压力表（MPa）张拉力（KN）压力表（MPa）张拉力（KN）压力表（MPa）张拉力（KN）压力表（MPa）张拉力（KN）压力表（MPa）11YDC-4000-1303011YS0901034207.63.1726.79.91038.214.

2、01453.519.42076.427.5D01122114207.63.3726.710.11038.214.11453.519.52076.427.611YDC-4000-1303164YE1060815207.63.8726.710.71038.214.71453.520.22076.428.4YS0901084207.62.9726.79.61038.213.71453.519.12076.427.3张拉力与压力值计算表钢绞线根数千斤顶编号压力表编号0.1σcon0.35σcon0.5σcon0.7σcon1.0σcon张拉力（KN）压力表（MPa）张拉力（KN）压力表（M

3、Pa）张拉力（KN）压力表（MPa）张拉力（KN）压力表（MPa）张拉力（KN）压力表（MPa）11YDC-3500-900310.1.24.127207.61.7726.79.71038.214.61453.521.02076.430.611.6.9.1539207.62.9726.710.71038.215.41453.521.72076.431.111YDC-3500-9550YS0901050207.63.5726.711.61038.216.41453.522.92076.432.6YE1060793207.63.3726.711.51038.216.41453.523.

4、02076.432.9A匝道第一联（5×22）预应力施工现场记录表钢束标号顶编号油表编号10%35%回油值50%回油值70%回油值100%伸长值设计值施工时间