高新西區(qū)馬河（天潤路-紅光支渠）改造及景觀提升車行橋1-16m現(xiàn)澆連續(xù)梁計算結(jié)果

高新西區(qū)馬河（天潤路-紅光支渠）改造及景觀提升車行橋1-16m現(xiàn)澆連續(xù)梁計算結(jié)果主要規(guī)范《城市橋梁設(shè)計規(guī)范》（CJJ11-2011）2019版本《公路工程技術(shù)標準》(JTGB01-2014)《公路橋涵設(shè)計通用規(guī)范》(JTGD60-2015)《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》(JTG3362-2018)技術(shù)標準計算程序：橋博4.4.1設(shè)計安全等級：一級橋梁重要性系數(shù)：1.1荷載等級：城-B橋梁設(shè)計要點1、本通用圖的結(jié)構(gòu)體系為鋼筋混凝土連續(xù)梁結(jié)構(gòu)，按鋼筋混凝土構(gòu)件設(shè)計。2、設(shè)計計算采用平面桿系結(jié)構(gòu)計算軟件計算3、設(shè)計參數(shù)（1）混凝土：重力密度γ=26.0KN/m3，彈性模量為E=3.45x104MPa。（2）豎向梯度溫度效應(yīng)：按《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》3362-2018規(guī)定取值。模型概述模型信息全橋計算模型簡圖主要構(gòu)件一欄表構(gòu)件名稱構(gòu)件類型驗算類型節(jié)點數(shù)自重系數(shù)主梁梁鋼筋砼梁331.04主梁計算結(jié)果持久狀況承載能力極限狀態(tài)正截面承載力最大彎矩根據(jù)《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》(JTG3362-2018)第5.1.2條的規(guī)定，橋梁構(gòu)件的承載能力極限狀態(tài)計算應(yīng)滿足：γ0S≤R最大彎矩及其對應(yīng)的抗力圖最大彎矩和對應(yīng)的抗力表格單元截面位置MAX_MY對應(yīng)的內(nèi)力承載力第I組第II組是否通過N(kN)MY(kN·m)MZ(kN·m)N1(kN)MY1(kN·m)MZ1(kN·m)N2(kN)MY2(kN·m)MZ2(kN·m)1L0000-6662.2009687.60是D00-26.000-6650.3009766.40是2D0-0-26.0-0-0-6608.50-09751.30是3-01645.1-2.0-0-6619.50-09704.70是33-01645.1-2.0-0-6619.50-09704.70是4-03195.1-1.6-0-6629.90-09720.60是44-11.93195.1-1.6-11.9-6675.90-11.99745.10是5-22.04619.32.2-22.0-6716.50-22.014493.40是556.04619.3-2.66.0-6764.106.017133.70是611.85919.9-4.111.8-6756.2011.817203.10是666.35919.9-2.46.3-6769.406.317199.30是713.67099.3-5.113.6-6759.2013.617159.20是776.67099.3-2.66.6-6780.306.617214.80是815.78160.2-6.815.7-6803.7015.717156.90是886.88160.2-2.76.8-6796.606.817196.90是918.29105.0-8.618.2-6758.1018.217177.80是996.69105.02.66.6-6751.506.617171.00是1021.19936.410.121.1-6809.5021.117183.50是1010-09936.4-5.5-0-6745.50-017208.90是11-010656.5-6.2-0-6745.50-017208.90是1111-010656.5-6.3-0-6745.50-017208.90是12-011265.6-6.6-0-6745.40-017159.60是1212-011265.6-6.5-0-6745.40-017182.80是13-011763.8-6.6-0-6745.40-017182.80是1313-011763.8-6.6-0-6745.40-017182.80是14-012151.1-6.5-0-6745.40-017144.40是1414-012151.1-6.5-0-6745.10-017168.30是15-012427.5-6.2-0-6745.10-017168.30是1515-012427.5-6.2-0-6745.10-017168.30是16-012593.0-5.9-0-6745.10-017168.30是1616-012593.0-5.9-0-6745.10-017168.30是M-012647.6-5.5-0-6745.10-017168.30是17M-012647.6-5.5-0-6745.10-017168.30是18-012591.3-5.2-0-6745.10-017168.30是1818-012591.3-5.2-0-6745.10-017168.30是19-012424.0-4.7-0-6745.10-017168.30是1919-012424.0-4.7-0-6745.10-017168.30是20-012145.9-4.3-0-6745.10-017168.30是2020-012145.9-4.3-0-6745.40-017144.40是21-011756.8-3.8-0-6745.40-017182.80是2121-011756.8-3.8-0-6745.40-017182.80是22-011256.8-3.4-0-6745.40-017182.80是2222-011256.8-3.4-0-6745.40-017159.60是23-010645.9-2.9-0-6745.50-017208.90是2323-010645.9-2.8-0-6745.50-017208.90是24-09924.1-2.3-0-6745.50-017208.90是242421.19924.16.321.1-6809.5021.117183.50是256.69090.90.76.6-6751.506.617171.00是252518.29090.9-5.618.2-6758.2018.217177.80是266.88144.3-1.16.8-6796.606.817196.90是262615.78144.3-4.515.7-6803.7015.717156.90是276.77081.7-0.96.7-6780.306.717214.80是272713.67081.72.113.6-6759.2013.617159.20是286.45900.5-0.66.4-6769.406.417199.30是2828-20.75900.53.1-20.7-6737.90-20.717140.20是29-10.54598.20.5-10.5-6673.50-10.512483.80是292913.44598.21.513.4-6645.8013.49783.80是307.33172.2-0.67.3-6634.107.39770.80是3030-03172.2-0-0-6629.90-09720.60是31-01620.4-0-0-6619.50-09704.70是3131-01620.4-0-0-6619.50-09704.70是D1-0-48.00-0-6608.50-09751.30是32D10-48.000-6650.3009766.40是R0000-6662.2009687.60是最小彎矩根據(jù)《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》(JTG3362-2018)第5.1.2條的規(guī)定，橋梁構(gòu)件的承載能力極限狀態(tài)計算應(yīng)滿足：γ0S≤R最小彎矩及其對應(yīng)的抗力圖最小彎矩和對應(yīng)的抗力表格單元截面位置MIN_MY對應(yīng)的內(nèi)力承載力承載力I承載力II是否通過N(kN)MY(kN·m)MZ(kN·m)N1(kN)MY1(kN·m)MZ1(kN·m)N2(kN)MY2(kN·m)MZ2(kN·m)1L0000-6662.2009687.60是D00-776.300-6650.3009766.40是2D00-776.3-0.30-6637.7009687.60是30-121.4-0.30-6619.5009704.80是330-121.4-0.30-6619.5009704.80是40476.3-0.30-6629.9009745.50是44-8.7476.3-0.2-8.7-6639.10-8.79746.60是5-7.91022.4-0.2-7.9-6778.80-7.914483.00是554.61022.4-0.44.6-6763.304.617133.10是64.21518.7-0.34.2-6754.804.217154.20是665.11518.7-0.45.1-6752.405.117198.80是74.61967.3-0.34.6-6754.104.617155.10是775.81967.3-0.45.8-6754.705.817155.50是85.22370.3-0.35.2-6757.205.217152.10是886.52370.3-0.46.5-6796.506.517184.30是95.82729.8-0.35.8-6751.005.817149.50是997.32729.80.37.3-6751.907.317171.30是106.43048.00.36.4-6776.706.417146.80是101003048.0-0.30-6780.90017144.40是1103326.7-0.20-6780.90017144.40是111103326.7-0.20-6780.90017144.40是1203566.2-0.20-6780.90017144.40是121203566.2-0.20-6780.90017144.40是1303766.4-0.20-6780.90017144.40是131303766.4-0.20-6780.90017144.40是1403927.5-0.20-6780.90017144.40是141403927.5-0.20-6780.90017144.40是1504049.4-0.20-6780.90017144.40是151504049.4-0.20-6780.90017144.40是1604132.1-0.20-6780.90017144.40是161604132.1-0.20-6780.90017144.40是M04175.6-0.20-6780.90017144.40是17M04175.6-0.20-6780.90017144.40是1804130.6-0.30-6780.90017144.40是181804130.6-0.30-6780.90017144.40是1904046.5-0.30-6780.90017144.40是191904046.5-0.30-6780.90017144.40是2003923.1-0.20-6780.90017144.40是202003923.1-0.20-6780.90017144.40是2103760.6-0.20-6780.90017144.40是212103760.6-0.20-6780.90017144.40是2203558.8-0.20-6780.90017144.40是222203558.8-0.20-6780.90017144.40是2303317.9-0.20-6780.90017144.40是232303317.9-0.20-6780.90017144.40是2403037.8-0.20-6780.90017144.40是24246.53037.8-06.5-6776.706.517146.80是257.32718.1-07.3-6751.907.317171.30是25255.82718.105.8-6751.005.817149.50是266.52357.106.5-6796.506.517184.30是26265.22357.1-05.2-6757.305.217152.10是275.81952.6-05.8-6754.805.817155.50是27274.61952.6-04.6-6754.104.617155.10是285.21502.5-05.2-6752.405.217198.80是2828-7.31502.50.2-7.3-6745.20-7.317146.60是29-8.01004.80.1-8.0-6671.50-8.012534.20是29294.91004.8-04.9-6640.804.99776.80是305.3457.205.3-6633.005.39727.20是30300457.2-00-6629.9009745.50是310-141.9-00-6619.5009704.80是31310-141.9-00-6619.5009704.80是D10-802.7-00-6637.7009687.60是32D10-802.700-6650.3009766.40是R0000-6662.2009687.60是斜截面承載力最大剪力根據(jù)《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》(JTG3362-2018)第5.1.2條的規(guī)定，橋梁構(gòu)件的承載能力極限狀態(tài)計算應(yīng)滿足：γ0S≤R最大剪力及其對應(yīng)的抗力圖最大剪力及其對應(yīng)的抗力表格單元截面位置剪力值(kN)承載力(kN)抗剪上限(kN)抗剪下限(kN)尺寸是否滿足強度是否滿足1L0—————D0-103.9-3196.4-5755.6-1460.3是是2D03713.73196.45755.61460.3是否33576.13756.05755.61460.3是是333501.93756.05755.61460.3是是43364.54833.65755.61460.3是是443290.94833.65755.61460.3是是53156.34897.55362.61360.6是是553083.64862.95362.61360.6是是62954.34751.65094.51292.6是是662882.24722.85094.51292.6是是72758.24612.64826.41224.6是是772686.74584.04826.41224.6是是82568.14474.94558.21156.5是是882497.34446.64558.21156.5是是92384.04419.34290.11088.5是是992313.94391.34290.11088.5是是102205.94238.04022.01020.5是是10102136.84210.44022.01020.5是是112031.44168.24022.01020.5是是11111963.04140.94022.01020.5是是121858.24098.94022.01020.5是是12121790.04071.74022.01020.5是是131685.93355.74022.01020.5是是13131618.13355.74022.01020.5是是141514.53355.74022.01020.5是是14141447.03355.74022.01020.5是是151344.03355.74022.01020.5是是15151276.83355.74022.01020.5是是161174.43355.74022.01020.5是是16161107.53355.74022.01020.5是是M1006.03355.74022.01020.5是是17M939.43355.74022.01020.5是是18853.93355.74022.01020.5是是1818787.73355.74022.01020.5是是19702.73355.74022.01020.5是是1919636.83355.74022.01020.5是是20552.63355.74022.01020.5是是2020486.93355.74022.01020.5是是21403.53355.74022.01020.5是是2121338.03355.74022.01020.5是是22255.33355.74022.01020.5是是2222190.13355.74022.01020.5是是23108.03355.74022.01020.5是是232343.03355.74022.01020.5是是24-38.4-3371.1-4022.0-1020.5是是2424-103.1-3396.9-4022.0-1020.5是是25-186.1-3540.1-4290.1-1088.5是是2525-250.3-3565.8-4290.1-1088.5是是26-337.0-3582.5-4558.2-1156.5是是2626-400.8-3608.0-4558.2-1156.5是是27-491.3-3705.8-4826.4-1224.6是是2727-554.7-3731.2-4826.4-1224.6是是28-649.0-3731.2-4826.4-1224.6是是2831-1141.6-3756.0-5755.6-1460.3是是D1-1245.5-3196.4-5755.6-1460.3是是29D11989.13196.45755.61460.3是是R1069.2—————最小剪力根據(jù)《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》(JTG3362-2018)第5.1.2條的規(guī)定，橋梁構(gòu)件的承載能力極限狀態(tài)計算應(yīng)滿足：γ0S≤R最小剪力及其對應(yīng)的抗力圖最小剪力及其對應(yīng)的抗力表格單元截面位置剪力值(kN)承載力(kN)抗剪上限(kN)抗剪下限(kN)尺寸是否滿足強度是否滿足1L-1016.4—————D0-1936.3-3196.4-5755.6-1460.3是是2D01242.53196.45755.61460.3是是31138.63756.05755.61460.3是是7551.83730.04826.41224.6是是77488.43704.74826.41224.6是是8397.93606.84558.21156.5是是88334.13581.34558.21156.5是是9247.33564.74290.11088.5是是99183.13539.04290.11088.5是是10100.13395.74022.01020.5是是101035.53369.94022.01020.5是是11-46.0-3355.7-4022.0-1020.5是是1111-110.9-3355.7-4022.0-1020.5是是12-193.0-3355.7-4022.0-1020.5是是1212-258.2-3355.7-4022.0-1020.5是是13-341.0-3355.7-4022.0-1020.5是是1313-406.4-3355.7-4022.0-1020.5是是14-489.8-3355.7-4022.0-1020.5是是1414-555.6-3355.7-4022.0-1020.5是是15-639.8-3355.7-4022.0-1020.5是是1515-705.6-3355.7-4022.0-1020.5是是16-790.6-3355.7-4022.0-1020.5是是1616-856.8-3355.7-4022.0-1020.5是是M-942.7-3355.7-4022.0-1020.5是是17M-1009.2-3355.7-4022.0-1020.5是是18-1111.0-3355.7-4022.0-1020.5是是1818-1177.9-3355.7-4022.0-1020.5是是19-1280.3-3355.7-4022.0-1020.5是是1919-1347.5-3355.7-4022.0-1020.5是是20-1450.5-3355.7-4022.0-1020.5是是2020-1518.0-3355.7-4022.0-1020.5是是21-1621.6-3355.7-4022.0-1020.5是是2121-1689.4-3355.7-4022.0-1020.5是是22-1793.6-4073.1-4022.0-1020.5是是2222-1861.7-4100.4-4022.0-1020.5是是23-1966.5-4142.3-4022.0-1020.5是是2323-2034.9-4169.7-4022.0-1020.5是是24-2140.3-4211.8-4022.0-1020.5是是2424-2209.4-4239.4-4022.0-1020.5是是25-2317.4-4392.7-4290.1-1088.5是是2525-2387.5-4420.7-4290.1-1088.5是是26-2500.8-4448.0-4558.2-1156.5是是2626-2571.6-4476.3-4558.2-1156.5是是27-2690.3-4585.4-4826.4-1224.6是是2727-2761.7-4614.0-4826.4-1224.6是是28-2885.7-4724.2-5094.5-1292.6是是2828-2957.7-4753.0-5094.5-1292.6是是29-3087.0-4908.8-5442.4-1380.9是是2929-3159.9-4959.8-5442.4-1380.9是是30-3294.5-4833.6-5755.6-1460.3是是3030-3368.0-4833.6-5755.6-1460.3是是31-3505.4-3756.0-5755.6-1460.3是是3131-3579.6-3756.0-5755.6-1460.3是是D1-3717.2-3196.4-5755.6-1460.3是否32D1147.93196.45755.61460.3是是R44.0—————標準值組合支座反力標準值組合支座反力表格支座名稱豎向最大(kN)豎向最小(kN)D0-11805.7637.8D0-21806.3638.3D1-11807.0639.2D1-21807.6639.6持久狀況正常使用極限狀態(tài)裂縫寬度驗算按照《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計規(guī)范》(JTG3362-2018)第6.4.1條規(guī)定，鋼筋混凝土構(gòu)件和B類預(yù)應(yīng)力混凝土構(gòu)件，在正常使用極限狀態(tài)下的裂縫寬度應(yīng)按作用頻遇組合并考慮長期效應(yīng)影響進行計算。截面頂緣、底緣裂縫寬度圖截面頂緣、底緣裂縫寬度表格單元截面位置頂緣底緣裂縫寬度(mm)容許值(mm)是否滿足裂縫寬度(mm)容許值(mm)是否滿足1L00.200是00.200是D00.0160.200是00.200是2D00.0160.200是00.200是300.200是0.0400.200是3300.200是0.0400.200是400.200是0.0790.200是4400.200是0.0790.200是500.200是0.0730.200是5500.200是0.0600.200是600.200是0.0780.200是6600.200是0.0780.200是700.200是0.0930.200是7700.200是