钢筋混凝土简支t梁设计任务书(路桥专业)（Design brief of reinforced concrete simply supported T beam (Luqiao major)）.doc

钢筋混凝土简支t梁设计任务书(路桥专业)（Design brief of reinforced concrete simply supported T beam (Luqiao major)） Doc document may at the WAP end of the browsing experience poor. Suggest you select TXT, or download the source file to the machine view. Structural design principle curriculum design task and guide book structure design principle A design of data 1. the cross section of the main girder is shown in Figure 1. The basic size of standard span various standard span T beam (m) 1620 (M 15.96) 19.96 precast length calculation span (m) 15.60 h 19.60 (m)Bi (mm)Table 1 B (mm) 200200 H1 (mm) 8080 H2 (mm) 160160 Note: Bi girder spacing. By calculating the effect of control interface two, load effect: (1) bearing shear bearing section is calculated according to the limit state of bearing capacity when the value shown in Table 2 (2) across the cross section of the worst moments in Table 2; according to the bearing shear bearing capacity limit state when calculating the value shown in table 2. (3) the other section from the mount to the mid span section, bending moment according to assumed parabola distribution, according to the change of shear line. The effect of the span number section (m) of midspan moment (kN.m) constant load crowd car / vehicle load of 1310.08 1105.80 965.47 802.60 440.50 370.20 905.08 740.20 436.60 356.60 310.84 255.28 Table 2 point shear V (KN) 594.21 V shear span (KN) 139.42 level of concrete materials C20 C25 C30 C35 C40 C20 C25 The main reinforcement level One One thousand one hundred and seventy-eight point zero eight Twenty-seven point four six Two Twenty One thousand one hundred and thirty-two point eight three One hundred and thirty-nine point two five Four hundred and eighty-nine point two five One hundred and thirty-one point eight one C30 C35 C40 C20 C25 Three One thousand and eighty-nine point four four One hundred and two point seven five Four hundred and twenty-six point five two One hundred and six point seven three C30 C35 C40