钢筋混凝土简支t型梁桥上部结构设计及计算

四分点Р跨中Р梁端Р四分点Р跨中Р(1)Р结构自重Р0Р517.66Р690.21Р157.76Р78.88Р0Р(2)Р汽车荷载Р0Р672.73Р897.22Р193.67Р164.97Р102.74Р(3)Р人群荷载Р0Р46.32Р61.76Р18.06Р7.94Р3.53Р(4)Р1.2×(1)Р0Р621.19Р828.25Р189.31Р94.66Р0Р(5)Р1.4×(2)Р0Р941.82Р1256.11Р271.14Р230.96Р143.84Р(6)Р0.8×1.4×(3)Р0Р51.88Р69.17Р20.23Р8.89Р3.95Р(7)Р0Р1614.89Р2153.53Р480.68Р334.51Р147.79Р 6.2 2、4号梁Р序号Р荷载类别Р弯矩Р剪力Р梁端Р四分点Р跨中Р梁端Р四分点Р跨中Р(1)Р结构自重Р0Р540.91Р721.22Р164.85Р82.43Р0Р(2)Р汽车荷载Р0Р547.06Р729.61Р138.48Р134.15Р83.55Р(3)Р人群荷载Р0Р29.65Р39.53Р6.96Р5.08Р2.26Р(4)Р1.2×(1)Р0Р649.09Р865.46Р197.82Р98.916Р0Р(5)Р1.4×(2)Р0Р765.88Р1021.45Р193.87Р187.81Р116.97Р(6)Р0.8×1.4×(3)Р0Р33.21Р44.27Р7.80Р5.69Р2.53Р(7)Р0Р1448.18Р1931.19Р399.49Р292.42Р119.50Р 6.3 3号梁Р序号Р荷载类别Р弯矩Р剪力Р梁端Р四分点Р跨中Р梁端Р四分点Р跨中Р(1)Р结构自重Р0Р540.91Р721.22Р164.85Р82.43Р0Р(2)Р汽车荷载Р0Р422.44Р563.4Р214.88Р103.59Р64.52