Bảng tính excel tính kết cấu cống hộp E6 − Ispartakule Menfezi Betonarme Tasarimi Cell Clear Width 1,2,3,4 270.0 270.0 270.0 270.0 Exterior Wall thickness (5) 30.0 Interior Wall thickness (6) 35.0 Bottom Slab Height (7) 35.0 Top Slab Height (8) 30.0 Cell Clear Height (9) 290.0 Gusset Edge Length (10) 20.0 Dead Loads Top Slab Weight (1) : 7.81 Full Concrete Weight (1’) : 27.73 Vertical Fill Load (2) : 20.00 Wearing Surface Load (3) : 1.76 Vertical Water Load (5) : 0.00 Horizontal Water Load, Top (7) : 0.00 Horizontal Water Load, Bottom (7) : 0.00 Horizontal Fill Load, Top (8) : 6.67 Horizontal Fill Load, Bottm (8) : 28.17 Live Loads Lane Load Vertical Effect (4) : 5.17 Lane Load Horizontal Effect (6) : 1.72
100 30 270 30 270 35 30 355 290 20 20 35 635 Materials Geometry Loads Analysis Walls Slabs Drawing Report Title : E6 − Ispartakule Menfezi Betonarme Tasarimi Units : kN,m SI Materials : Concrete : Fc : 13.0 MPa Fctd : 1.0 MPa Ec : 28,000 MPa γc : 25.0 kN/m3 Fy : 365 MPa Es : 200,000 MPa φ: 30.0 ° γs : 20.0 kN/m3 γa : 22.0 kN/m3 γw : 10.0 kN/m3 Steel : Soil : Ka : 0.33 Wearing Surface : Water : Sizes (cm) Cells Wearing Surface Heigth : 8.0 Vertical Depth (a) 100 Cell Clear Width [1,2,3,4] (1) 270.0 Exterior Wall thickness (5) 30.0 Interior Wall thickness (6) 35.0 Bottom Slab Height (7) 35.0 Top Slab Height (8) 30.0 Cell Clear Height (9) 290.0 Gusset Edge Length (10) 20.0 (2) 270.0 (3) 270.0 (4) 270.0 Loads ( kN/m2/m ) Equivalend Lane Load (kN/m) : 9.30 Dead Loads Top Slab Weight (1) : 7.81 Full Concrete Weight (1’) : 27.73 Vertical Fill Load (2) : 20.00 Wearing Surface Load (3) : 1.76 Vertical Water Load (5) : 0.00 Horizontal Water Load, Top (7) : 0.00 Horizontal Water Load, Bottom (7) : 0.00 Horizontal Fill Load, Top (8) : 6.67 Horizontal Fill Load, Bottm (8) : 28.17 Live Loads Lane Load Vertical Effect (4) : 5.17 Lane Load Horizontal Effect (6) : 1.72 Water Effect − & (Yes/No) : No 30.2 15.7 3.6 0.0 -24.3 24.3 -24.3 -25.9 -25.9 Shear Forces -24.3 0.0 23.2 56.5 48.6 -56.5 -23.2 -50.3 50.3 0.0 -48.6 24.3 18.2 -18.2 0.0 15.7 -18.2 18.2 -30.2 Midd/End Moments -38.5 74.1 0.0 91.3 38.5 -74.1 -91.3 Force Details >> Exterior Wall Fcd Mpa : 13.0 Fctd Mpa : 1.0 Fyd Mpa : 365.0 H cm : 30.0 B cm : 100.0 Cover cm : 5.0 D’ cm : 25.0 As.min cm2 : 6.6 As.max cm2: 40.7 Vcr kN : 195.0 Interior Wall Fcd Mpa : Fctd Mpa : Fyd Mpa : H cm : B cm : Cover cm : D’ cm : As.min cm2 : As.max cm2: Vcr kN : 13.0 1.0 365.0 35.0 100.0 5.0 30.0 7.7 47.4 227.5 Parameters Msupport kNm : Mspan kNm : Mu = max Mi : √1.2 Ms < D : J cm : Vd=1.15 Vmax : Vd/3.5√Fc < D : Required As cm2 Select Bar mm Select Spc cm Selected As cm2 Bars Pattern [7] 24.33 3.64 24.33 24.33 24.33 OK OK 0.0090 0.0090 44.32 38.54 OK OK 16.22 : Ф18 : : 14 20.36 : : 8Ф18/14 Parameters Mtop kNm : Mbot kNm : Mu = max Mi : √1.2 Ms < D : J cm : Vd=1.15 Vmax : Vd/3.5√Fc < D : Required As cm2 Select Bar mm Select Spc cm Selected As cm2 Bars Pattern [1] 24.33 16.22 Ф20 14 25.13 8Ф20/14 [4] 30.25 50.35 50.35 OK 0.0189 65.00 OK 28.77 : Ф20 : : 10 31.42 : : 10Ф20/10 Slabs Force Details X1 Y1 M1 X2 Y2 M2 Midd_M Vi Vj Nij −38.5 48.6 24.3 −23.2 −48.6 −18.2 3.6 38.5 −23.2 48.6 38.5 −74.1 −24.3 −38.5 −91.3 50.3 −25.9 −74.1 91.3 38.5 23.2 48.6 18.2 −23.2 56.5 −30.2 15.7 48.6 −56.5 23.2 0.0 113.1 0.0 0.0 −113.1 0.0 0.0 0.0 0.0 113.1 38.5 −91.3 −50.3 −38.5 −74.1 24.3 −25.9 −91.3 74.1 38.5 23.2 56.5 30.2 −23.2 48.6 −18.2 15.7 56.5 −48.6 23.2 38.5 48.6 −24.3 23.2 −48.6 18.2 −24.3 −38.5 23.2 48.6 Rx Ry Rm 0.0 −25.5 0.0 0.0 −69.5 0.0 0.0 −25.5 0.0 0.0 -25.5 -25.5 Support -69.5 Members 5