【8层】9405.47平米一字型框架办公楼施工组织设计（含建筑图、结构图、计算书）.zip

********************************************************************** * Output of Combined Force of COLUMN, WALL and BRACE on 1st Floor * * (All the Forces here are the Design Values) * * WDCNL.OUT * * ---------------------------------------------------------------- * * Symbols: * * Rlive --- Reduction factor of live loads * * N-C,N-WC,N-G --- Element number of COLUMN, SHEAR WALL and BRACE * * Load Case --- Combination number controled objective Combined * * NODE No--- Nodal Number of COLUMN and BRACE * * Shear-X,Shear-Y --- Shear force in X,Y direction(kN) * * Axial --- Axial force(kN) * * Moment-X,Moment-Y --- Moment in X,Y direction(kN-m) * * Vxmax,Vymax --- Combination of maximum shear in X,Y direction(kN) * * Nmin --- Combination of absolute minimum axial force(kN) * * Nmax --- Combination of absolute maximum axial force(kN) * * Mxmax --- Combination of maximum moment in X direction(kN-m) * * Mymax --- Combination of maximum moment in Y direction(kN-m) * * D+L --- Combination of 1.2*(dead load)+1.4*(live load) * * NE --- Combination mark of seismic force (1-Yes, 0-No) * * J1,J2 --- Nodal number of WALL-COLUMN at the left and ritht end * * Shear,Axial,Moment --- Shear, axial and moment of each WALL_COLUMN* * Xod,Yod --- Center coordinates of Combination Force (Mx,My=0) * * Sum of Axial --- sum of vertical forces(kN) * ********************************************************************** Total-Columns = 44 Total-Wall-Columns = 0 Total-Brace = 0 Rlive = 0.60 N-C NODE Critical (LoadCase) No Shear-X Shear-Y Axial Moment-X Moment-Y NE Condition ------------------------------------------------------------------------------ 1(29) 49 183.8 -42.5 -3069.3 54.9 404.8 1 Vxmax 1(30) 49 51.6 -201.4 -2085.2 481.1 35.4 1 Vymax 1(38) 49 43.9 -198.0 -1612.0 481.8 34.5 1 Nmin 1( 1) 49 51.7 -23.7 -3253.3 -4.7 5.9 0 Nmax 1(31) 49 40.8 160.6 -3592.4 -489.4 -24.9 1 Mxmax 1(29) 49 183.8 -42.5 -3069.3 54.9 404.8 1 Mymax 1( 1) 49 45.5 -22.4 -2995.2 -4.1 5.2 0 D+L ------------------------------------------------------------------------------ 2(28) 54 -132.4 -1.3 -3040.1 -48.6 -400.2 1 Vxmax 2(30) 54 6.0 -194.3 -2534.1 459.7 28.9 1 Vymax 2(38) 54 7.1 -191.2 -2013.5 460.4 29.3 1 Nmin 2( 1) 54 -7.1 -22.0 -3582.3 -4.7 -2.6 0 Nmax 2(31) 54 -19.0 156.9 -3712.1 -468.1 -33.5 1 Mxmax 2(28) 54 -132.4 -1.3 -3040.1 -48.6 -400.2 1 Mymax 2( 1) 54 -6.0 -21.1 -3303.7 -4.2 -2.2 0 D+L ------------------------------------------------------------------------------ 3(29) 60 126.4 -30.9 -3012.2 27.0 396.5 1 Vxmax 3(30) 60 12.1 -186.6 -2398.5 439.9 29.8 1 Vymax 3(38) 60 12.1 -183.5 -1903.8 440.6 30.0 1 Nmin 3( 1) 60 0.2 -22.1 -3405.9 -4.6 -1.5 0 Nmax 3(31) 60 -11.8 149.0 -3537.7 -448.0 -32.5 1 Mxmax 3(28) 60 -126.1 -6.7 -2924.0 -35.1 -399.2 1 Mymax 3( 1) 60 0.3 -21.2 -3143.3 -4.0 -1.3 0 D+L ------------------------------------------------------------------------------ 4(29) 66 133.2 -12.0 -2977.2 -22.1 397.5 1 Vxmax 4(30) 66 18.9 -179.0 -2456.5 420.1 30.7 1 Vymax 4(38) 66 17.9 -175.8 -1955.3 420.8 30.8 1 Nmin 4( 1) 66 7.3 -22.3 -3450.9 -4.4 -0.5 0 Nmax 4(31) 66 -5.8 141.0 -3557.9 -427.9 -31.7 1 Mxmax 4(28) 66 -120.1 -25.9 -3037.2 14.3 -398.4 1 Mymax 4( 1) 66 6.4 -21.3 -3185.1 -3.9 -0.4 0 D+L ------------------------------------------------------------------------------ 5(28) 72 -128.3 -22.0 -3007.0 -11.6 -399.6 1 Vxmax 5(30) 72 -9.8 -174.4 -2484.0 410.1 -26.8 1 Vymax 5(38) 72 -9.6 -171.2 -1979.6 410.7 -26.5 1 Nmin 5( 1) 72 -1.4 -22.2 -3473.1 -4.2 -1.8 0 Nmax 5(31) 72 7.1 136.4 -3569.0 -417.6 23.6 1 Mxmax 5(28) 72 -128.3 -22.0 -3007.0 -11.6 -399.6 1 Mymax 5( 1) 72 -1.1 -21.3 -3205.5 -3.7 -1.5 0 D+L ------------------------------------------------------------------------------ 6(28) 77 -127.6 -24.6 -2957.3 10.6 -399.5 1 Vxmax 6(30) 77 -9.7 -180.9 -2410.8 430.0 -26.8 1 Vymax 6(38) 77 -9.5 -177.8 -1914.4 430.6 -26.5 1 Nmin 6( 1) 77 -1.3 -21.7 -3417.6 -4.1 -1.7 0 Nmax 6(31) 77 7.2 143.8 -3545.6 -437.3 23.6 1 Mxmax 6(28) 77 -127.6 -24.6 -2957.3 10.6 -399.5 1 Mymax 6( 1) 77 -1.1 -20.9 -3154.3 -3.6 -1.5 0 D+L ------------------------------------------------------------------------------ 7(29) 82 135.0 -7.4 -2955.1 -30.4 397.7 1 Vxmax 7(30) 82 0.1 -187.6 -2422.4 449.4 -25.3 1 Vymax 7(38) 82 -1.3 -184.5 -1919.3 449.9 -25.3 1 Nmin 7( 1) 82 8.8 -21.7 -3464.2 -4.0 -0.3 0 Nmax 7(31) 82 15.8 150.6 -3613.9 -456.4 24.8 1 Mxmax 7(28) 82 -119.2 -29.7 -3081.2 23.3 -398.3 1 Mymax 7( 1) 82 7.7 -20.8 -3198.5 -3.5 -0.2 0 D+L ------------------------------------------------------------------------------ 8(28) 87 -127.0 -51.0 -2872.6 40.2 -399.4 1 Vxmax 8(30) 87 -10.9 -209.9 -2308.9 472.6 -26.9 1 Vymax 8(38) 87 -10.5 -204.3 -1819.5 472.8 -26.6 1 Nmin 8( 1) 87 -2.0 -39.1 -3372.8 -1.3 -1.8 0 Nmax 8(31) 87 7.1 141.9 -3564.5 -475.0 23.6 1 Mxmax 8(28) 87 -127.0 -51.0 -2872.6 40.2 -399.4 1 Mymax 8( 1) 87 -1.5 -36.4 -3117.7 -1.1 -1.6 0 D+L ------------------------------------------------------------------------------ 9(28) 96 -184.3 -9.6 -2417.0 47.2 -407.6 1 Vxmax 9(31) 96 -30.6 196.2 -2652.2 -501.1 18.2 1 Vymax 9(38) 96 -27.7 -141.7 -1039.4 403.6 -17.2 1 Nmin 9( 1) 96 -43.5 14.0 -2311.6 -8.8 -7.8 0 Nmax 9(31) 96 -30.6 196.2 -2652.2 -501.1 18.2 1 Mxmax 9(28) 96 -184.3 -9.6 -2417.0 47.2 -407.6 1 Mymax 9( 1) 96 -37.6 11.7 -2117.8 -7.9 -6.8 0 D+L -----------------------------