門架墩承臺自動計(jì)算表格Excel

1、樁頂反力計(jì)算橋墩編號柱高柱頂反力cmKN左幅1138405553右幅1137405553左幅1238405553右幅1238405553左幅1437405553右幅1437405553左幅1537405553右幅1537405553左幅1034405553左幅1337905553右幅1337905553左幅1637405553右幅1637405553門架墩173480127171834801151119313011918承臺計(jì)算豎向力恒載恒載活載承臺重彎矩制動力收縮徐變降溫承臺抗壓驗(yàn)算h0aXi角度(弧度）荷載Did混凝土強(qiáng)度混凝土標(biāo)號300.002006樁徑fcd,s14.4bs鋼筋直徑dh

2、atbs混凝土強(qiáng)度fcd,s抗力：t.bs.fcd,s結(jié)果抗拉驗(yàn)算Tidfsd鋼筋直徑（mm)鋼筋根數(shù)As抗力：fsd*As結(jié)果抗剪驗(yàn)算fcu,kPaxm抗力結(jié)果墩柱抗沖切驗(yàn)算Fldftdaxbxxbxbyyapxapy抗力結(jié)果樁基抗沖切驗(yàn)算axbxhpbpxapx抗力結(jié)果墩底彎矩（KN.m)-單柱承臺重樁頂反力制動力收縮徐變降溫KNKN3120140.7175.91751739.463463120140.7175.91751739.462973120140.7175.91751739.463463120140.7175.91751739.463463120140.7175.91751739.

3、462973120140.7175.91751739.462973120140.7175.91751739.462973120140.7175.91751739.462973120140.7175.91751739.461493120140.7175.91751739.463223120140.7175.91751739.463223120140.7175.91751739.462973120140.7175.91751739.4629717763434234301518.4943222160001518.4867817763434234301518.48859組合系數(shù)合計(jì)樁頂反力組合值917

4、21.211006.411855.461.23439.4411.24127.3291.236001.450401.417031.22043.61.217761.42486.41.434313431423142314301.12481.61.122.2920.34381.40.920406 52.7353914896.6521.60.2080.0280.3761.5010233.214.469167.14合格9019.877330285030787.6110159.91合格30Mpa0.0038620.3861880.82m(米）0.516137.49KN合格17914.44KN1.39Mpa0.82m1.76m0.3577660.72m1.76m0.3141362.15143