
                ----- ЧӦϼǿȡȶ -----
--------------------------------------------------------------------------------


  steel column     1            
    section type= 16; placement angle=  0; effective length: Lx=  17.41, Ly=   7.10; slenderness: x= 134.5,y= 146.5
    Member length=   7.10; effective length factor: Ux=   2.45    Uy=   1.00
    Seismic resistance level: level 4
    Section parameter:  B1= 200, B2= 200, H= 300, Tw=   6, T1=  10, T2=  10
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   2.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating1( 1); form coefficient: 244.366196(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00     18.52     -1.70    -12.05    -13.58      1.70
            2        0.00     34.38     -3.47    -24.67    -29.44      3.47
            3        0.00     34.38     -3.47    -24.67    -29.44      3.47
            4        0.00     18.52     -1.70    -12.05    -13.58      1.70
            5        0.00     14.05     -1.31     -9.27    -10.25      1.31
            6        0.00     29.91     -3.08    -21.88    -26.11      3.08
            7        0.00     29.91     -3.08    -21.88    -26.11      3.08
            8        0.00     14.05     -1.31     -9.27    -10.25      1.31
            9        0.00     -0.70      8.37     40.94      5.64     -3.16
           10        0.00     20.10    -11.92    -46.09    -15.16      1.06
           11        0.00      5.04     11.36     33.28     -0.10      1.99
           12        0.00     25.85     -8.93    -53.77    -20.91      6.22
           13        0.00     -5.17      8.76     43.72      8.97     -3.56
           14        0.00     15.63    -11.53    -43.31    -11.83      0.67
           15        0.00      0.57     11.76     36.06      3.23      1.60
           16        0.00     21.38     -8.54    -50.99    -17.58      5.82
           17        0.00      6.47      4.34     19.75     -1.53     -1.22
           18        0.00     18.95     -7.83    -32.47    -14.01      1.31
           19        0.00      9.92      6.14     15.16     -4.98      1.87
           20        0.00     22.40     -6.04    -37.07    -17.46      4.41
           21        0.00     22.33      2.57      7.14    -17.39      0.56
           22        0.00     34.81     -9.61    -45.08    -29.87      3.09
           23        0.00     25.78      4.36      2.54    -20.84      3.65
           24        0.00     38.26     -7.81    -49.69    -33.32      6.18
           25        0.00     22.33      2.57      7.14    -17.39      0.56
           26        0.00     34.81     -9.61    -45.08    -29.87      3.09
           27        0.00     25.78      4.36      2.54    -20.84      3.65
           28        0.00     38.26     -7.81    -49.69    -33.32      6.18
           29        0.00      6.47      4.34     19.75     -1.53     -1.22
           30        0.00     18.95     -7.83    -32.47    -14.01      1.31
           31        0.00      9.92      6.14     15.16     -4.98      1.87
           32        0.00     22.40     -6.04    -37.07    -17.46      4.41
           33        0.00      2.00      4.74     22.54      1.80     -1.61
           34        0.00     14.48     -7.44    -29.68    -10.68      0.92
           35        0.00      5.44      6.53     17.94     -1.64      1.48
           36        0.00     17.93     -5.64    -34.29    -14.13      4.01
           37        0.00     17.86      2.96      9.92    -14.06      0.16
           38        0.00     30.34     -9.22    -42.30    -26.54      2.70
           39        0.00     21.30      4.76      5.32    -17.50      3.26
           40        0.00     33.79     -7.42    -46.90    -29.99      5.79
           41        0.00     17.86      2.96      9.92    -14.06      0.16
           42        0.00     30.34     -9.22    -42.30    -26.54      2.70
           43        0.00     21.30      4.76      5.32    -17.50      3.26
           44        0.00     33.79     -7.42    -46.90    -29.99      5.79
           45        0.00      2.00      4.74     22.54      1.80     -1.61
           46        0.00     14.48     -7.44    -29.68    -10.68      0.92
           47        0.00      5.44      6.53     17.94     -1.64      1.48
           48        0.00     17.93     -5.64    -34.29    -14.13      4.01
           49        0.00     -1.30      8.37     40.95      6.24     -3.17
           50        0.00     19.50    -11.92    -46.08    -14.56      1.06
           51        0.00      4.44     11.37     33.29      0.50      1.99
           52        0.00     25.25     -8.93    -53.76    -20.31      6.21
           53        0.00      9.80      7.13     32.12     -4.86     -1.92
           54        0.00     30.60    -13.17    -54.91    -25.66      2.30
           55        0.00     15.54     10.12     24.46    -10.60      3.23
           56        0.00     36.35    -10.17    -62.59    -31.41      7.46
           57        0.00      9.80      7.13     32.12     -4.86     -1.92
           58        0.00     30.60    -13.17    -54.91    -25.66      2.30
           59        0.00     15.54     10.12     24.46    -10.60      3.23
           60        0.00     36.35    -10.17    -62.59    -31.41      7.46
           61        0.00     -1.30      8.37     40.95      6.24     -3.17
           62        0.00     19.50    -11.92    -46.08    -14.56      1.06
           63        0.00      4.44     11.37     33.29      0.50      1.99
           64        0.00     25.25     -8.93    -53.76    -20.31      6.21
           65        0.00     -5.77      8.76     43.74      9.57     -3.56
           66        0.00     15.03    -11.53    -43.29    -11.23      0.67
           67        0.00     -0.03     11.76     36.08      3.83      1.60
           68        0.00     20.78     -8.54    -50.97    -16.98      5.82
           69        0.00      5.33      7.52     34.91     -1.53     -2.31
           70        0.00     26.13    -12.77    -52.13    -22.33      1.91
           71        0.00     11.07     10.51     27.24     -7.27      2.84
           72        0.00     31.88     -9.78    -59.81    -28.08      7.07
           73        0.00      5.33      7.52     34.91     -1.53     -2.31
           74        0.00     26.13    -12.77    -52.13    -22.33      1.91
           75        0.00     11.07     10.51     27.24     -7.27      2.84
           76        0.00     31.88     -9.78    -59.81    -28.08      7.07
           77        0.00     -5.77      8.76     43.74      9.57     -3.56
           78        0.00     15.03    -11.53    -43.29    -11.23      0.67
           79        0.00     -0.03     11.76     36.08      3.83      1.60
           80        0.00     20.78     -8.54    -50.97    -16.98      5.82
           81        0.00     18.20     -1.07     -7.62    -13.26      1.07
           82        0.00     19.81     -2.32    -16.50    -14.87      2.32
           83        0.00     25.07     -1.84    -13.09    -20.13      1.84
           84        0.00     26.68     -3.09    -21.97    -21.74      3.09
           85        0.00     25.07     -1.84    -13.09    -20.13      1.84
           86        0.00     26.68     -3.09    -21.97    -21.74      3.09
           87        0.00     18.20     -1.07     -7.62    -13.26      1.07
           88        0.00     19.81     -2.32    -16.50    -14.87      2.32
           89        0.00     13.81     -0.68     -4.84    -10.01      0.68
           90        0.00     15.43     -1.93    -13.72    -11.62      1.93
           91        0.00     19.10     -1.27     -9.05    -15.30      1.27
           92        0.00     20.71     -2.52    -17.93    -16.91      2.52
           93        0.00     19.10     -1.27     -9.05    -15.30      1.27
           94        0.00     20.71     -2.52    -17.93    -16.91      2.52
           95        0.00     13.81     -0.68     -4.84    -10.01      0.68
           96        0.00     15.43     -1.93    -13.72    -11.62      1.93

  Controlling force combination for strength check: 56,  M=     0.00, N=    36.35,  M=   -62.59, N=   -31.41
  Stress ratio for strength check=  0.366
  Controlling force combination for shear strength check: 54, V=   -13.17
   Stress ratio for shear strength check=  0.045

  Force combination associated with maximum stress for in-plane stability check: 56,  M=     0.00, N=    36.35,  M=   -62.59, N=   -31.41
  Maximum stress for in-plane stability check    (N/mm*mm) =    125.02
  Maximum stress ratio for in-plane stability    check=  0.410
  Critical bending moment Mcr(N*mm) =    208.68
  Maximum stress ratio for out-of-plane stability    check=  0.522
  Allowable ratio of web height to thickness by portal    frame code GB51022-2015 [H0/TW] =    250.00
  Allowable ratio of flange width to thickness    [B/T] =     12.20

  Stress ratio for strength check = 0.366 < 1.0
  Stress ratio for shear strength check = 0.045 < 1.0
  Maximum stress for in-plane stability check   < f=  305.00
  Maximum stress ratio for out-of-plane stability   check < 1.0
  Ratio of web height to thickness H0/TW=  46.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =   9.70 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =   135.  []=    180
  Compressive bar, out-of-plane slenderness =   147.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00     14.62     -1.31     -9.28    -10.82      1.31
            2        0.00     19.91     -1.90    -13.49    -16.11      1.90
            3        0.00     19.91     -1.90    -13.49    -16.11      1.90
            4        0.00     14.62     -1.31     -9.28    -10.82      1.31
            5        0.00     13.13     -1.18     -8.35     -9.71      1.18
            6        0.00     18.42     -1.77    -12.56    -14.99      1.77
            7        0.00     18.42     -1.77    -12.56    -14.99      1.77
            8        0.00     13.13     -1.18     -8.35     -9.71      1.18
            9        0.00      9.55      1.38      4.85     -5.75      0.01
           10        0.00     15.10     -4.03    -18.36    -11.30      1.14
           11        0.00     11.08      2.18      2.81     -7.28      1.39
           12        0.00     16.63     -3.24    -20.41    -12.83      2.51
           13        0.00      8.06      1.51      5.78     -4.64     -0.12
           14        0.00     13.61     -3.90    -17.43    -10.19      1.01
           15        0.00      9.59      2.31      3.74     -6.17      1.25
           16        0.00     15.14     -3.11    -19.48    -11.72      2.38

  Fire resistance design is controlled by accidental    combination No.: 12,  M=     0.00, N=    16.63,  M=   -20.41, N=   -12.83
  Load ratio for strength check =   0.12
  Load ratio for in-plane stability check=   0.14
  Load ratio for out-of-plane stability check =   0.14
  Maximum temperate of unprotected steel component(Ts)   :      1081.77 ,Calculated critical temperature(Td):   644.39
  Fire resistance protection is required
  Calculated required equivalent thermal resistance(Ri   ) =     0.4378(m^2*/w)  ,Calculated required protective layer   thickness(di) =  43.78(mm)

  Member weight (Kg)=     316.77
--------------------------------------------------------------------------------


  steel column     2            
    section type= 16; placement angle=  0; effective length: Lx=  16.54, Ly=   8.00; slenderness: x= 127.8,y= 165.1
    Member length=   8.00; effective length factor: Ux=   2.07    Uy=   1.00
    Seismic resistance level: level 4
    Section parameter:  B1= 200, B2= 200, H= 300, Tw=   6, T1=  10, T2=  10
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   2.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating1( 1); form coefficient: 244.366196(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00     57.13      1.78     14.22    -51.56     -1.78
            2        0.00     57.13     -1.78    -14.22    -51.56      1.78
            3        0.00     74.70      0.00      0.00    -69.14     -0.00
            4        0.00     39.55      0.00      0.00    -33.98     -0.00
            5        0.00     48.00      1.78     14.22    -43.72     -1.78
            6        0.00     48.00     -1.78    -14.22    -43.72      1.78
            7        0.00     65.58      0.00      0.00    -61.30     -0.00
            8        0.00     30.42      0.00      0.00    -26.14     -0.00
            9        0.00     17.48      7.29     58.29    -11.91     -7.29
           10        0.00     17.46     -7.28    -58.27    -11.89      7.28
           11        0.00     27.00      7.29     58.29    -21.43     -7.29
           12        0.00     27.00     -7.29    -58.29    -21.43      7.29
           13        0.00      8.35      7.29     58.29     -4.07     -7.29
           14        0.00      8.33     -7.28    -58.27     -4.05      7.28
           15        0.00     17.87      7.29     58.29    -13.59     -7.29
           16        0.00     17.87     -7.29    -58.29    -13.59      7.29
           17        0.00     43.88      6.15     49.19    -38.32     -6.15
           18        0.00     43.87     -2.59    -20.75    -38.31      2.59
           19        0.00     49.59      6.15     49.19    -44.03     -6.15
           20        0.00     49.59     -2.59    -20.76    -44.03      2.59
           21        0.00     43.88      2.59     20.76    -38.32     -2.59
           22        0.00     43.87     -6.15    -49.18    -38.31      6.15
           23        0.00     49.59      2.59     20.76    -44.03     -2.59
           24        0.00     49.59     -6.15    -49.19    -44.03      6.15
           25        0.00     61.46      4.37     34.98    -55.90     -4.37
           26        0.00     61.45     -4.37    -34.96    -55.89      4.37
           27        0.00     67.17      4.37     34.98    -61.61     -4.37
           28        0.00     67.17     -4.37    -34.98    -61.61      4.37
           29        0.00     26.30      4.37     34.98    -20.74     -4.37
           30        0.00     26.29     -4.37    -34.96    -20.73      4.37
           31        0.00     32.02      4.37     34.98    -26.45     -4.37
           32        0.00     32.02     -4.37    -34.98    -26.45      4.37
           33        0.00     34.76      6.15     49.19    -30.48     -6.15
           34        0.00     34.75     -2.59    -20.75    -30.46      2.59
           35        0.00     40.47      6.15     49.19    -36.19     -6.15
           36        0.00     40.47     -2.59    -20.76    -36.19      2.59
           37        0.00     34.76      2.59     20.76    -30.48     -2.59
           38        0.00     34.75     -6.15    -49.18    -30.46      6.15
           39        0.00     40.47      2.59     20.76    -36.19     -2.59
           40        0.00     40.47     -6.15    -49.19    -36.19      6.15
           41        0.00     52.33      4.37     34.98    -48.05     -4.37
           42        0.00     52.32     -4.37    -34.96    -48.04      4.37
           43        0.00     58.05      4.37     34.98    -53.77     -4.37
           44        0.00     58.05     -4.37    -34.98    -53.77      4.37
           45        0.00     17.18      4.37     34.98    -12.90     -4.37
           46        0.00     17.17     -4.37    -34.96    -12.89      4.37
           47        0.00     22.89      4.37     34.98    -18.61     -4.37
           48        0.00     22.89     -4.37    -34.98    -18.61      4.37
           49        0.00     29.78      8.53     68.24    -24.22     -8.53
           50        0.00     29.76     -6.04    -48.32    -24.20      6.04
           51        0.00     39.30      8.53     68.24    -33.74     -8.53
           52        0.00     39.30     -6.04    -48.34    -33.74      6.04
           53        0.00     29.78      6.04     48.34    -24.22     -6.04
           54        0.00     29.76     -8.53    -68.22    -24.20      8.53
           55        0.00     39.30      6.04     48.34    -33.74     -6.04
           56        0.00     39.30     -8.53    -68.24    -33.74      8.53
           57        0.00     42.08      7.29     58.29    -36.52     -7.29
           58        0.00     42.07     -7.28    -58.27    -36.50      7.28
           59        0.00     51.60      7.29     58.29    -46.04     -7.29
           60        0.00     51.60     -7.29    -58.29    -46.04      7.29
           61        0.00     17.48      7.29     58.29    -11.91     -7.29
           62        0.00     17.46     -7.28    -58.27    -11.89      7.28
           63        0.00     27.00      7.29     58.29    -21.43     -7.29
           64        0.00     27.00     -7.29    -58.29    -21.43      7.29
           65        0.00     20.65      8.53     68.24    -16.37     -8.53
           66        0.00     20.64     -6.04    -48.32    -16.35      6.04
           67        0.00     30.17      8.53     68.24    -25.89     -8.53
           68        0.00     30.17     -6.04    -48.34    -25.89      6.04
           69        0.00     20.65      6.04     48.34    -16.37     -6.04
           70        0.00     20.64     -8.53    -68.22    -16.35      8.53
           71        0.00     30.17      6.04     48.34    -25.89     -6.04
           72        0.00     30.17     -8.53    -68.24    -25.89      8.53
           73        0.00     32.96      7.29     58.29    -28.68     -7.29
           74        0.00     32.94     -7.28    -58.27    -28.66      7.28
           75        0.00     42.48      7.29     58.29    -38.20     -7.29
           76        0.00     42.48     -7.29    -58.29    -38.20      7.29
           77        0.00      8.35      7.29     58.29     -4.07     -7.29
           78        0.00      8.33     -7.28    -58.27     -4.05      7.28
           79        0.00     17.87      7.29     58.29    -13.59     -7.29
           80        0.00     17.87     -7.29    -58.29    -13.59      7.29
           81        0.00     47.17      1.51     12.07    -41.60     -1.51
           82        0.00     47.17      0.03      0.25    -41.60     -0.03
           83        0.00     47.17     -0.03     -0.25    -41.60      0.03
           84        0.00     47.17     -1.51    -12.07    -41.60      1.51
           85        0.00     54.78      0.74      5.91    -49.22     -0.74
           86        0.00     54.78     -0.74     -5.91    -49.22      0.74
           87        0.00     39.55      0.74      5.91    -33.98     -0.74
           88        0.00     39.55     -0.74     -5.91    -33.98      0.74
           89        0.00     36.28      1.33     10.65    -32.00     -1.33
           90        0.00     36.28     -0.15     -1.17    -32.00      0.15
           91        0.00     36.28      0.15      1.17    -32.00     -0.15
           92        0.00     36.28     -1.33    -10.65    -32.00      1.33
           93        0.00     42.14      0.74      5.91    -37.86     -0.74
           94        0.00     42.14     -0.74     -5.91    -37.86      0.74
           95        0.00     30.42      0.74      5.91    -26.14     -0.74
           96        0.00     30.42     -0.74     -5.91    -26.14      0.74

  Controlling force combination for strength check: 51,  M=     0.00, N=    39.30,  M=    68.24, N=   -33.74
  Stress ratio for strength check=  0.400
  Controlling force combination for shear strength check: 49, V=     8.53
   Stress ratio for shear strength check=  0.029

  Force combination associated with maximum stress for in-plane stability check: 51,  M=     0.00, N=    39.30,  M=    68.24, N=   -33.74
  Maximum stress for in-plane stability check    (N/mm*mm) =    133.88
  Maximum stress ratio for in-plane stability    check=  0.439
  Critical bending moment Mcr(N*mm) =    175.46
  Maximum stress ratio for out-of-plane stability    check=  0.677
  Allowable ratio of web height to thickness by portal    frame code GB51022-2015 [H0/TW] =    250.00
  Allowable ratio of flange width to thickness    [B/T] =     12.20

  Stress ratio for strength check = 0.400 < 1.0
  Stress ratio for shear strength check = 0.029 < 1.0
  Maximum stress for in-plane stability check   < f=  305.00
  Maximum stress ratio for out-of-plane stability   check < 1.0
  Ratio of web height to thickness H0/TW=  46.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =   9.70 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =   128.  []=    180
  Compressive bar, out-of-plane slenderness =   165.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00     36.28      0.59      4.74    -32.00     -0.59
            2        0.00     36.28     -0.59     -4.74    -32.00      0.59
            3        0.00     42.14      0.00      0.00    -37.86     -0.00
            4        0.00     30.42      0.00      0.00    -26.14     -0.00
            5        0.00     33.24      0.59      4.74    -29.39     -0.59
            6        0.00     33.24     -0.59     -4.74    -29.39      0.59
            7        0.00     39.10      0.00      0.00    -35.25     -0.00
            8        0.00     27.38      0.00      0.00    -23.53     -0.00
            9        0.00     24.54      1.94     15.54    -20.26     -1.94
           10        0.00     24.53     -1.94    -15.54    -20.25      1.94
           11        0.00     27.07      1.94     15.54    -22.79     -1.94
           12        0.00     27.07     -1.94    -15.54    -22.79      1.94
           13        0.00     21.49      1.94     15.54    -17.64     -1.94
           14        0.00     21.49     -1.94    -15.54    -17.64      1.94
           15        0.00     24.03      1.94     15.54    -20.18     -1.94
           16        0.00     24.03     -1.94    -15.54    -20.18      1.94

  Fire resistance design is controlled by accidental    combination No.: 11,  M=     0.00, N=    27.07,  M=    15.54, N=   -22.79
  Load ratio for strength check =   0.09
  Load ratio for in-plane stability check=   0.13
  Load ratio for out-of-plane stability check =   0.17
  Maximum temperate of unprotected steel component(Ts)   :      1081.77 ,Calculated critical temperature(Td):   644.72
  Fire resistance protection is required
  Calculated required equivalent thermal resistance(Ri   ) =     0.4375(m^2*/w)  ,Calculated required protective layer   thickness(di) =  43.75(mm)

  Member weight (Kg)=     356.70
--------------------------------------------------------------------------------


  steel column     3            
    section type= 16; placement angle=  0; effective length: Lx=  17.41, Ly=   7.10; slenderness: x= 134.5,y= 146.5
    Member length=   7.10; effective length factor: Ux=   2.45    Uy=   1.00
    Seismic resistance level: level 4
    Section parameter:  B1= 200, B2= 200, H= 300, Tw=   6, T1=  10, T2=  10
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   2.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating1( 1); form coefficient: 244.366196(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00     34.38      3.47     24.67    -29.44     -3.47
            2        0.00     18.52      1.70     12.05    -13.58     -1.70
            3        0.00     34.38      3.47     24.67    -29.44     -3.47
            4        0.00     18.52      1.70     12.05    -13.58     -1.70
            5        0.00     29.91      3.08     21.88    -26.11     -3.08
            6        0.00     14.05      1.31      9.27    -10.25     -1.31
            7        0.00     29.91      3.08     21.88    -26.11     -3.08
            8        0.00     14.05      1.31      9.27    -10.25     -1.31
            9        0.00     20.11     11.93     46.11    -15.17     -1.06
           10        0.00     -0.70     -8.37    -40.93      5.64      3.16
           11        0.00     25.85      8.93     53.77    -20.91     -6.22
           12        0.00      5.04    -11.36    -33.28     -0.10     -1.99
           13        0.00     15.64     11.53     43.32    -11.84     -0.67
           14        0.00     -5.17     -8.77    -43.71      8.98      3.55
           15        0.00     21.38      8.54     50.99    -17.58     -5.82
           16        0.00      0.57    -11.76    -36.06      3.23     -1.60
           17        0.00     34.82      9.61     45.09    -29.88     -3.09
           18        0.00     22.33     -2.57     -7.13    -17.39     -0.56
           19        0.00     38.26      7.81     49.69    -33.32     -6.18
           20        0.00     25.78     -4.36     -2.54    -20.84     -3.65
           21        0.00     18.96      7.83     32.48    -14.02     -1.31
           22        0.00      6.47     -4.35    -19.75     -1.53      1.22
           23        0.00     22.40      6.04     37.07    -17.46     -4.41
           24        0.00      9.92     -6.14    -15.16     -4.98     -1.87
           25        0.00     34.82      9.61     45.09    -29.88     -3.09
           26        0.00     22.33     -2.57     -7.13    -17.39     -0.56
           27        0.00     38.26      7.81     49.69    -33.32     -6.18
           28        0.00     25.78     -4.36     -2.54    -20.84     -3.65
           29        0.00     18.96      7.83     32.48    -14.02     -1.31
           30        0.00      6.47     -4.35    -19.75     -1.53      1.22
           31        0.00     22.40      6.04     37.07    -17.46     -4.41
           32        0.00      9.92     -6.14    -15.16     -4.98     -1.87
           33        0.00     30.35      9.22     42.31    -26.54     -2.70
           34        0.00     17.86     -2.96     -9.92    -14.06     -0.17
           35        0.00     33.79      7.42     46.90    -29.99     -5.79
           36        0.00     21.30     -4.76     -5.32    -17.50     -3.26
           37        0.00     14.49      7.44     29.69    -10.68     -0.92
           38        0.00      2.00     -4.74    -22.53      1.80      1.61
           39        0.00     17.93      5.64     34.29    -14.13     -4.01
           40        0.00      5.44     -6.53    -17.94     -1.64     -1.48
           41        0.00     30.35      9.22     42.31    -26.54     -2.70
           42        0.00     17.86     -2.96     -9.92    -14.06     -0.17
           43        0.00     33.79      7.42     46.90    -29.99     -5.79
           44        0.00     21.30     -4.76     -5.32    -17.50     -3.26
           45        0.00     14.49      7.44     29.69    -10.68     -0.92
           46        0.00      2.00     -4.74    -22.53      1.80      1.61
           47        0.00     17.93      5.64     34.29    -14.13     -4.01
           48        0.00      5.44     -6.53    -17.94     -1.64     -1.48
           49        0.00     30.61     13.17     54.93    -25.67     -2.30
           50        0.00      9.80     -7.13    -32.11     -4.86      1.91
           51        0.00     36.35     10.17     62.59    -31.41     -7.46
           52        0.00     15.54    -10.12    -24.46    -10.60     -3.23
           53        0.00     19.51     11.92     46.10    -14.57     -1.06
           54        0.00     -1.30     -8.38    -40.94      6.25      3.16
           55        0.00     25.25      8.93     53.76    -20.31     -6.21
           56        0.00      4.44    -11.37    -33.29      0.50     -1.99
           57        0.00     30.61     13.17     54.93    -25.67     -2.30
           58        0.00      9.80     -7.13    -32.11     -4.86      1.91
           59        0.00     36.35     10.17     62.59    -31.41     -7.46
           60        0.00     15.54    -10.12    -24.46    -10.60     -3.23
           61        0.00     19.51     11.92     46.10    -14.57     -1.06
           62        0.00     -1.30     -8.38    -40.94      6.25      3.16
           63        0.00     25.25      8.93     53.76    -20.31     -6.21
           64        0.00      4.44    -11.37    -33.29      0.50     -1.99
           65        0.00     26.14     12.78     52.14    -22.34     -1.91
           66        0.00      5.33     -7.52    -34.90     -1.53      2.31
           67        0.00     31.88      9.78     59.81    -28.08     -7.07
           68        0.00     11.07    -10.51    -27.24     -7.27     -2.84
           69        0.00     15.04     11.53     43.31    -11.23     -0.67
           70        0.00     -5.78     -8.77    -43.73      9.58      3.55
           71        0.00     20.78      8.54     50.97    -16.98     -5.82
           72        0.00     -0.03    -11.76    -36.08      3.83     -1.60
           73        0.00     26.14     12.78     52.14    -22.34     -1.91
           74        0.00      5.33     -7.52    -34.90     -1.53      2.31
           75        0.00     31.88      9.78     59.81    -28.08     -7.07
           76        0.00     11.07    -10.51    -27.24     -7.27     -2.84
           77        0.00     15.04     11.53     43.31    -11.23     -0.67
           78        0.00     -5.78     -8.77    -43.73      9.58      3.55
           79        0.00     20.78      8.54     50.97    -16.98     -5.82
           80        0.00     -0.03    -11.76    -36.08      3.83     -1.60
           81        0.00     26.68      3.09     21.97    -21.74     -3.09
           82        0.00     25.07      1.84     13.09    -20.13     -1.84
           83        0.00     19.81      2.32     16.50    -14.87     -2.32
           84        0.00     18.20      1.07      7.62    -13.26     -1.07
           85        0.00     26.68      3.09     21.97    -21.74     -3.09
           86        0.00     25.07      1.84     13.09    -20.13     -1.84
           87        0.00     19.81      2.32     16.50    -14.87     -2.32
           88        0.00     18.20      1.07      7.62    -13.26     -1.07
           89        0.00     20.71      2.52     17.93    -16.91     -2.52
           90        0.00     19.10      1.27      9.05    -15.30     -1.27
           91        0.00     15.43      1.93     13.72    -11.62     -1.93
           92        0.00     13.81      0.68      4.84    -10.01     -0.68
           93        0.00     20.71      2.52     17.93    -16.91     -2.52
           94        0.00     19.10      1.27      9.05    -15.30     -1.27
           95        0.00     15.43      1.93     13.72    -11.62     -1.93
           96        0.00     13.81      0.68      4.84    -10.01     -0.68

  Controlling force combination for strength check: 51,  M=     0.00, N=    36.35,  M=    62.59, N=   -31.41
  Stress ratio for strength check=  0.366
  Controlling force combination for shear strength check: 49, V=    13.17
   Stress ratio for shear strength check=  0.045

  Force combination associated with maximum stress for in-plane stability check: 51,  M=     0.00, N=    36.35,  M=    62.59, N=   -31.41
  Maximum stress for in-plane stability check    (N/mm*mm) =    125.02
  Maximum stress ratio for in-plane stability    check=  0.410
  Critical bending moment Mcr(N*mm) =    208.68
  Maximum stress ratio for out-of-plane stability    check=  0.522
  Allowable ratio of web height to thickness by portal    frame code GB51022-2015 [H0/TW] =    250.00
  Allowable ratio of flange width to thickness    [B/T] =     12.20

  Stress ratio for strength check = 0.366 < 1.0
  Stress ratio for shear strength check = 0.045 < 1.0
  Maximum stress for in-plane stability check   < f=  305.00
  Maximum stress ratio for out-of-plane stability   check < 1.0
  Ratio of web height to thickness H0/TW=  46.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =   9.70 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =   135.  []=    180
  Compressive bar, out-of-plane slenderness =   147.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00     19.91      1.90     13.49    -16.11     -1.90
            2        0.00     14.62      1.31      9.28    -10.82     -1.31
            3        0.00     19.91      1.90     13.49    -16.11     -1.90
            4        0.00     14.62      1.31      9.28    -10.82     -1.31
            5        0.00     18.42      1.77     12.56    -14.99     -1.77
            6        0.00     13.13      1.18      8.35     -9.71     -1.18
            7        0.00     18.42      1.77     12.56    -14.99     -1.77
            8        0.00     13.13      1.18      8.35     -9.71     -1.18
            9        0.00     15.10      4.03     18.36    -11.30     -1.14
           10        0.00      9.55     -1.38     -4.85     -5.75     -0.01
           11        0.00     16.63      3.24     20.41    -12.83     -2.51
           12        0.00     11.08     -2.18     -2.81     -7.28     -1.39
           13        0.00     13.61      3.90     17.43    -10.19     -1.01
           14        0.00      8.06     -1.51     -5.78     -4.64      0.12
           15        0.00     15.14      3.11     19.48    -11.72     -2.38
           16        0.00      9.59     -2.31     -3.74     -6.17     -1.25

  Fire resistance design is controlled by accidental    combination No.: 11,  M=     0.00, N=    16.63,  M=    20.41, N=   -12.83
  Load ratio for strength check =   0.12
  Load ratio for in-plane stability check=   0.14
  Load ratio for out-of-plane stability check =   0.14
  Maximum temperate of unprotected steel component(Ts)   :      1081.77 ,Calculated critical temperature(Td):   644.39
  Fire resistance protection is required
  Calculated required equivalent thermal resistance(Ri   ) =     0.4378(m^2*/w)  ,Calculated required protective layer   thickness(di) =  43.78(mm)

  Member weight (Kg)=     316.77
--------------------------------------------------------------------------------


  steel column     4            
    section type= 16; placement angle=  0; effective length: Lx=   3.00, Ly=   1.50; slenderness: x=  35.2,y=  33.9
    Member length=   1.52; effective length factor: Ux=   1.97    Uy=   0.99
    Seismic resistance level: level 4
    Section parameter:  B1= 180, B2= 180, H= 200, Tw=   6, T1=   8, T2=   8
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   2.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating1( 1); form coefficient: 278.112457(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1       -0.00      0.74     -0.00     -0.00     -0.00      0.00
            2       -0.00      0.74     -0.00     -0.00     -0.00      0.00
            3       -0.00      0.74     -0.00     -0.00     -0.00      0.00
            4       -0.00      0.74     -0.00     -0.00     -0.00      0.00
            5       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            6       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            7       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            8       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            9        4.66      0.74      6.22     -0.00     -0.00      0.00
           10       -4.66      0.74     -6.21      0.00      0.00      0.00
           11        4.66      0.74      6.22     -0.00     -0.00      0.00
           12       -4.66      0.74     -6.22      0.00     -0.00     -0.00
           13        4.66      0.57      6.22     -0.00     -0.00      0.00
           14       -4.66      0.57     -6.21      0.00      0.00      0.00
           15        4.66      0.57      6.22     -0.00     -0.00      0.00
           16       -4.66      0.57     -6.22      0.00     -0.00     -0.00
           17        2.80      0.74      3.73     -0.00     -0.00      0.00
           18       -2.79      0.74     -3.73      0.00      0.00      0.00
           19        2.80      0.74      3.73     -0.00     -0.00      0.00
           20       -2.80      0.74     -3.73      0.00     -0.00     -0.00
           21        2.80      0.74      3.73     -0.00     -0.00      0.00
           22       -2.79      0.74     -3.73      0.00      0.00      0.00
           23        2.80      0.74      3.73     -0.00     -0.00      0.00
           24       -2.80      0.74     -3.73      0.00     -0.00     -0.00
           25        2.80      0.74      3.73     -0.00     -0.00      0.00
           26       -2.79      0.74     -3.73      0.00      0.00      0.00
           27        2.80      0.74      3.73     -0.00     -0.00      0.00
           28       -2.80      0.74     -3.73      0.00     -0.00     -0.00
           29        2.80      0.74      3.73     -0.00     -0.00      0.00
           30       -2.79      0.74     -3.73      0.00      0.00      0.00
           31        2.80      0.74      3.73     -0.00     -0.00      0.00
           32       -2.80      0.74     -3.73      0.00     -0.00     -0.00
           33        2.80      0.57      3.73     -0.00     -0.00      0.00
           34       -2.79      0.57     -3.73      0.00      0.00      0.00
           35        2.80      0.57      3.73     -0.00     -0.00      0.00
           36       -2.80      0.57     -3.73      0.00     -0.00     -0.00
           37        2.80      0.57      3.73     -0.00     -0.00      0.00
           38       -2.79      0.57     -3.73      0.00      0.00      0.00
           39        2.80      0.57      3.73     -0.00     -0.00      0.00
           40       -2.80      0.57     -3.73      0.00     -0.00     -0.00
           41        2.80      0.57      3.73     -0.00     -0.00      0.00
           42       -2.79      0.57     -3.73      0.00      0.00      0.00
           43        2.80      0.57      3.73     -0.00     -0.00      0.00
           44       -2.80      0.57     -3.73      0.00     -0.00     -0.00
           45        2.80      0.57      3.73     -0.00     -0.00      0.00
           46       -2.79      0.57     -3.73      0.00      0.00      0.00
           47        2.80      0.57      3.73     -0.00     -0.00      0.00
           48       -2.80      0.57     -3.73      0.00     -0.00     -0.00
           49        4.66      0.74      6.22     -0.00     -0.00      0.00
           50       -4.66      0.74     -6.21      0.00      0.00      0.00
           51        4.66      0.74      6.22     -0.00     -0.00      0.00
           52       -4.66      0.74     -6.22      0.00     -0.00     -0.00
           53        4.66      0.74      6.22     -0.00     -0.00      0.00
           54       -4.66      0.74     -6.21      0.00      0.00      0.00
           55        4.66      0.74      6.22     -0.00     -0.00      0.00
           56       -4.66      0.74     -6.22      0.00     -0.00     -0.00
           57        4.66      0.74      6.22     -0.00     -0.00      0.00
           58       -4.66      0.74     -6.21      0.00      0.00      0.00
           59        4.66      0.74      6.22     -0.00     -0.00      0.00
           60       -4.66      0.74     -6.22      0.00     -0.00     -0.00
           61        4.66      0.74      6.22     -0.00     -0.00      0.00
           62       -4.66      0.74     -6.21      0.00      0.00      0.00
           63        4.66      0.74      6.22     -0.00     -0.00      0.00
           64       -4.66      0.74     -6.22      0.00     -0.00     -0.00
           65        4.66      0.57      6.22     -0.00     -0.00      0.00
           66       -4.66      0.57     -6.21      0.00      0.00      0.00
           67        4.66      0.57      6.22     -0.00     -0.00      0.00
           68       -4.66      0.57     -6.22      0.00     -0.00     -0.00
           69        4.66      0.57      6.22     -0.00     -0.00      0.00
           70       -4.66      0.57     -6.21      0.00      0.00      0.00
           71        4.66      0.57      6.22     -0.00     -0.00      0.00
           72       -4.66      0.57     -6.22      0.00     -0.00     -0.00
           73        4.66      0.57      6.22     -0.00     -0.00      0.00
           74       -4.66      0.57     -6.21      0.00      0.00      0.00
           75        4.66      0.57      6.22     -0.00     -0.00      0.00
           76       -4.66      0.57     -6.22      0.00     -0.00     -0.00
           77        4.66      0.57      6.22     -0.00     -0.00      0.00
           78       -4.66      0.57     -6.21      0.00      0.00      0.00
           79        4.66      0.57      6.22     -0.00     -0.00      0.00
           80       -4.66      0.57     -6.22      0.00     -0.00     -0.00
           81        0.01      0.74      0.01     -0.00     -0.00     -0.01
           82       -0.01      0.74     -0.01      0.00     -0.00      0.01
           83        0.01      0.74      0.01     -0.00     -0.00     -0.01
           84       -0.01      0.74     -0.01      0.00     -0.00      0.01
           85        0.01      0.74      0.01     -0.00     -0.00     -0.01
           86       -0.01      0.74     -0.01      0.00     -0.00      0.01
           87        0.01      0.74      0.01     -0.00     -0.00     -0.01
           88       -0.01      0.74     -0.01      0.00     -0.00      0.01
           89        0.01      0.57      0.01     -0.00     -0.00     -0.01
           90       -0.01      0.57     -0.01      0.00     -0.00      0.01
           91        0.01      0.57      0.01     -0.00     -0.00     -0.01
           92       -0.01      0.57     -0.01      0.00     -0.00      0.01
           93        0.01      0.57      0.01     -0.00     -0.00     -0.01
           94       -0.01      0.57     -0.01      0.00     -0.00      0.01
           95        0.01      0.57      0.01     -0.00     -0.00     -0.01
           96       -0.01      0.57     -0.01      0.00     -0.00      0.01

  Controlling force combination for strength check: 49,  M=     4.66, N=     0.74,  M=    -0.00, N=    -0.00
  Stress ratio for strength check=  0.057
  Controlling force combination for shear strength check: 67, V=     6.22
   Stress ratio for shear strength check=  0.032

  Force combination associated with maximum stress for in-plane stability check: 49,  M=     4.66, N=     0.74,  M=    -0.00, N=    -0.00
  Maximum stress for in-plane stability check    (N/mm*mm) =     15.92
  Maximum stress ratio for in-plane stability    check=  0.052
  Critical bending moment Mcr(N*mm) =   1309.58
  Maximum stress ratio for out-of-plane stability    check=  0.021
  Allowable ratio of web height to thickness by portal    frame code GB51022-2015 [H0/TW] =    250.00
  Allowable ratio of flange width to thickness    [B/T] =     12.20

  Stress ratio for strength check = 0.057 < 1.0
  Stress ratio for shear strength check = 0.032 < 1.0
  Maximum stress for in-plane stability check   < f=  305.00
  Maximum stress ratio for out-of-plane stability   check < 1.0
  Ratio of web height to thickness H0/TW=  30.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =  10.88 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =    35.  []=    180
  Compressive bar, out-of-plane slenderness =    34.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            2       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            3       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            4       -0.00      0.57     -0.00     -0.00     -0.00      0.00
            5       -0.00      0.51     -0.00     -0.00     -0.00      0.00
            6       -0.00      0.51     -0.00     -0.00     -0.00      0.00
            7       -0.00      0.51     -0.00     -0.00     -0.00      0.00
            8       -0.00      0.51     -0.00     -0.00     -0.00      0.00
            9        1.24      0.57      1.66     -0.00     -0.00      0.00
           10       -1.24      0.57     -1.66      0.00     -0.00      0.00
           11        1.24      0.57      1.66     -0.00     -0.00      0.00
           12       -1.24      0.57     -1.66      0.00     -0.00     -0.00
           13        1.24      0.51      1.66     -0.00     -0.00      0.00
           14       -1.24      0.51     -1.66      0.00     -0.00      0.00
           15        1.24      0.51      1.66     -0.00     -0.00      0.00
           16       -1.24      0.51     -1.66      0.00     -0.00     -0.00

  Fire resistance design is controlled by accidental    combination No.:  9,  M=     1.24, N=     0.57,  M=    -0.00, N=    -0.00
  Load ratio for strength check =   0.02
  Load ratio for in-plane stability check=   0.01
  Load ratio for out-of-plane stability check =   0.00
  Maximum temperate of unprotected steel component(Ts)   :      1081.87 ,Calculated critical temperature(Td):   657.00
  Fire resistance protection is required
  Calculated required equivalent thermal resistance(Ri   ) =     0.4843(m^2*/w)  ,Calculated required protective layer   thickness(di) =  48.43(mm)

  Member weight (Kg)=      47.56
--------------------------------------------------------------------------------


  steel column     5            
    section type= 16; placement angle=  0; effective length: Lx=   3.00, Ly=   1.50; slenderness: x=  35.2,y=  33.9
    Member length=   1.52; effective length factor: Ux=   1.97    Uy=   0.99
    Seismic resistance level: level 4
    Section parameter:  B1= 180, B2= 180, H= 200, Tw=   6, T1=   8, T2=   8
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   2.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating2( 2); form coefficient: 278.112457(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00      0.74      0.00      0.00      0.00     -0.00
            2        0.00      0.74      0.00     -0.00      0.00      0.00
            3        0.00      0.74      0.00      0.00      0.00     -0.00
            4        0.00      0.74     -0.00     -0.00      0.00      0.00
            5        0.00      0.57      0.00      0.00      0.00     -0.00
            6        0.00      0.57      0.00     -0.00      0.00      0.00
            7        0.00      0.57      0.00      0.00      0.00     -0.00
            8        0.00      0.57     -0.00     -0.00      0.00      0.00
            9        4.66      0.74      6.22      0.00      0.00     -0.00
           10       -4.66      0.74     -6.21     -0.00     -0.00      0.00
           11        4.66      0.74      6.22     -0.00      0.00      0.00
           12       -4.66      0.74     -6.22     -0.00     -0.00     -0.00
           13        4.66      0.57      6.22      0.00      0.00     -0.00
           14       -4.66      0.57     -6.21     -0.00     -0.00      0.00
           15        4.66      0.57      6.22     -0.00      0.00      0.00
           16       -4.66      0.57     -6.22     -0.00     -0.00     -0.00
           17        2.80      0.74      3.73      0.00      0.00     -0.00
           18       -2.79      0.74     -3.73     -0.00     -0.00      0.00
           19        2.80      0.74      3.73     -0.00      0.00      0.00
           20       -2.80      0.74     -3.73     -0.00      0.00     -0.00
           21        2.80      0.74      3.73      0.00      0.00     -0.00
           22       -2.79      0.74     -3.73     -0.00      0.00      0.00
           23        2.80      0.74      3.73     -0.00      0.00      0.00
           24       -2.80      0.74     -3.73     -0.00      0.00     -0.00
           25        2.80      0.74      3.73      0.00      0.00     -0.00
           26       -2.79      0.74     -3.73     -0.00     -0.00      0.00
           27        2.80      0.74      3.73     -0.00      0.00      0.00
           28       -2.80      0.74     -3.73     -0.00      0.00     -0.00
           29        2.80      0.74      3.73      0.00      0.00     -0.00
           30       -2.79      0.74     -3.73     -0.00      0.00      0.00
           31        2.80      0.74      3.73     -0.00      0.00      0.00
           32       -2.80      0.74     -3.73     -0.00      0.00     -0.00
           33        2.80      0.57      3.73      0.00      0.00     -0.00
           34       -2.79      0.57     -3.73     -0.00     -0.00      0.00
           35        2.80      0.57      3.73     -0.00      0.00      0.00
           36       -2.80      0.57     -3.73     -0.00     -0.00     -0.00
           37        2.80      0.57      3.73      0.00      0.00     -0.00
           38       -2.79      0.57     -3.73     -0.00     -0.00      0.00
           39        2.80      0.57      3.73     -0.00      0.00      0.00
           40       -2.80      0.57     -3.73     -0.00      0.00     -0.00
           41        2.80      0.57      3.73      0.00      0.00     -0.00
           42       -2.79      0.57     -3.73     -0.00     -0.00      0.00
           43        2.80      0.57      3.73     -0.00      0.00      0.00
           44       -2.80      0.57     -3.73     -0.00     -0.00     -0.00
           45        2.80      0.57      3.73      0.00      0.00     -0.00
           46       -2.79      0.57     -3.73     -0.00     -0.00      0.00
           47        2.80      0.57      3.73     -0.00      0.00      0.00
           48       -2.80      0.57     -3.73     -0.00      0.00     -0.00
           49        4.66      0.74      6.22      0.00      0.00     -0.00
           50       -4.66      0.74     -6.21     -0.00     -0.00      0.00
           51        4.66      0.74      6.22     -0.00      0.00      0.00
           52       -4.66      0.74     -6.22     -0.00     -0.00     -0.00
           53        4.66      0.74      6.22      0.00      0.00     -0.00
           54       -4.66      0.74     -6.21     -0.00     -0.00      0.00
           55        4.66      0.74      6.22     -0.00      0.00      0.00
           56       -4.66      0.74     -6.22     -0.00     -0.00     -0.00
           57        4.66      0.74      6.22      0.00      0.00     -0.00
           58       -4.66      0.74     -6.21     -0.00     -0.00      0.00
           59        4.66      0.74      6.22     -0.00      0.00      0.00
           60       -4.66      0.74     -6.22     -0.00     -0.00     -0.00
           61        4.66      0.74      6.22      0.00      0.00     -0.00
           62       -4.66      0.74     -6.21     -0.00     -0.00      0.00
           63        4.66      0.74      6.22     -0.00      0.00      0.00
           64       -4.66      0.74     -6.22     -0.00     -0.00     -0.00
           65        4.66      0.57      6.22      0.00      0.00     -0.00
           66       -4.66      0.57     -6.21     -0.00     -0.00      0.00
           67        4.66      0.57      6.22     -0.00      0.00      0.00
           68       -4.66      0.57     -6.22     -0.00     -0.00     -0.00
           69        4.66      0.57      6.22      0.00      0.00     -0.00
           70       -4.66      0.57     -6.21     -0.00     -0.00      0.00
           71        4.66      0.57      6.22     -0.00      0.00      0.00
           72       -4.66      0.57     -6.22     -0.00     -0.00     -0.00
           73        4.66      0.57      6.22      0.00      0.00     -0.00
           74       -4.66      0.57     -6.21     -0.00     -0.00      0.00
           75        4.66      0.57      6.22     -0.00      0.00      0.00
           76       -4.66      0.57     -6.22     -0.00     -0.00     -0.00
           77        4.66      0.57      6.22      0.00      0.00     -0.00
           78       -4.66      0.57     -6.21     -0.00     -0.00      0.00
           79        4.66      0.57      6.22     -0.00      0.00      0.00
           80       -4.66      0.57     -6.22     -0.00     -0.00     -0.00
           81        0.01      0.74      0.01     -0.00      0.00     -0.01
           82       -0.01      0.74     -0.01     -0.00      0.00      0.01
           83        0.01      0.74      0.01     -0.00      0.00     -0.01
           84       -0.01      0.74     -0.01     -0.00      0.00      0.01
           85        0.01      0.74      0.01     -0.00      0.00     -0.01
           86       -0.01      0.74     -0.01     -0.00      0.00      0.01
           87        0.01      0.74      0.01     -0.00      0.00     -0.01
           88       -0.01      0.74     -0.01     -0.00      0.00      0.01
           89        0.01      0.57      0.01     -0.00      0.00     -0.01
           90       -0.01      0.57     -0.01     -0.00      0.00      0.01
           91        0.01      0.57      0.01     -0.00      0.00     -0.01
           92       -0.01      0.57     -0.01     -0.00      0.00      0.01
           93        0.01      0.57      0.01     -0.00      0.00     -0.01
           94       -0.01      0.57     -0.01     -0.00      0.00      0.01
           95        0.01      0.57      0.01     -0.00      0.00     -0.01
           96       -0.01      0.57     -0.01     -0.00      0.00      0.01

  Controlling force combination for strength check: 12,  M=    -4.66, N=     0.74,  M=    -0.00, N=    -0.00
  Stress ratio for strength check=  0.057
  Controlling force combination for shear strength check: 57, V=     6.22
   Stress ratio for shear strength check=  0.032

  Force combination associated with maximum stress for in-plane stability check: 12,  M=    -4.66, N=     0.74,  M=    -0.00, N=    -0.00
  Maximum stress for in-plane stability check    (N/mm*mm) =     15.92
  Maximum stress ratio for in-plane stability    check=  0.052
  Critical bending moment Mcr(N*mm) =   1309.58
  Maximum stress ratio for out-of-plane stability    check=  0.021
  Allowable ratio of web height to thickness by portal    frame code GB51022-2015 [H0/TW] =    250.00
  Allowable ratio of flange width to thickness    [B/T] =     12.20

  Stress ratio for strength check = 0.057 < 1.0
  Stress ratio for shear strength check = 0.032 < 1.0
  Maximum stress for in-plane stability check   < f=  305.00
  Maximum stress ratio for out-of-plane stability   check < 1.0
  Ratio of web height to thickness H0/TW=  30.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =  10.88 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =    35.  []=    180
  Compressive bar, out-of-plane slenderness =    34.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1        0.00      0.57      0.00     -0.00      0.00     -0.00
            2        0.00      0.57      0.00     -0.00      0.00     -0.00
            3        0.00      0.57      0.00     -0.00      0.00     -0.00
            4        0.00      0.57      0.00     -0.00      0.00     -0.00
            5        0.00      0.51      0.00     -0.00      0.00     -0.00
            6        0.00      0.51      0.00     -0.00      0.00     -0.00
            7        0.00      0.51      0.00     -0.00      0.00     -0.00
            8        0.00      0.51      0.00     -0.00      0.00     -0.00
            9        1.24      0.57      1.66      0.00      0.00     -0.00
           10       -1.24      0.57     -1.66     -0.00      0.00      0.00
           11        1.24      0.57      1.66     -0.00      0.00      0.00
           12       -1.24      0.57     -1.66     -0.00      0.00     -0.00
           13        1.24      0.51      1.66      0.00      0.00     -0.00
           14       -1.24      0.51     -1.66     -0.00      0.00      0.00
           15        1.24      0.51      1.66     -0.00      0.00      0.00
           16       -1.24      0.51     -1.66     -0.00      0.00     -0.00

  Fire resistance design is controlled by accidental    combination No.: 12,  M=    -1.24, N=     0.57,  M=    -0.00, N=     0.00
  Load ratio for strength check =   0.02
  Load ratio for in-plane stability check=   0.01
  Load ratio for out-of-plane stability check =   0.00
  Maximum temperate of unprotected steel component(Ts)   :      1081.87 ,Calculated critical temperature(Td):   657.00
  Fire resistance protection is required
  Calculated required equivalent thermal resistance  (Ri) =     0.4843(m^2*/w)

  Member weight (Kg)=      47.56
--------------------------------------------------------------------------------


  steel beam       1            
    section type = 16; placement angle=  0; effective length: Lx=   9.19, Ly=   9.04
    Member length=   9.19; effective length factor: Ux=   1.00    Uy=   0.98
    Support Length=   9.04
    Seismic resistance level: level 4
    Section parameter:  B1= 180, B2= 180, H= 300, Tw=   6, T1=  10, T2=  10
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   1.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating2( 2); form coefficient: 247.727280(1/m)
    Amplification factor of beam stiffness  1.0

         Ϻ      M         N         V         M         N         V
            1       24.86      6.27     28.22    -28.87     -0.03     17.08
            2       12.24      2.95     12.61    -58.77     -0.07     34.74
            3       24.86      6.27     28.22    -50.93     -0.16     33.89
            4       12.24      2.95     12.61    -36.71      0.06     17.93
            5       22.03      5.57     25.11    -22.21     -0.02     13.14
            6        9.41      2.25      9.50    -52.10     -0.06     30.80
            7       22.03      5.57     25.11    -44.27     -0.15     29.95
            8        9.41      2.25      9.50    -30.05      0.06     13.99
            9      -45.42      2.41     -6.65    -38.91      0.59     11.69
           10       50.94     -3.71     14.85     19.39      6.72     -0.45
           11      -37.75      8.10     -1.44    -47.18     -5.10     17.03
           12       58.62      1.97     20.07     11.11      1.03      4.90
           13      -48.24      1.71     -9.76    -32.24      0.60      7.75
           14       48.11     -4.41     11.74     26.06      6.72     -4.39
           15      -40.58      7.40     -4.55    -40.52     -5.09     13.09
           16       55.79      1.27     16.96     17.77      1.04      0.96
           17       -9.75      5.90     16.15    -34.89      0.34     13.85
           18       48.06      2.22     29.05      0.09      4.02      6.56
           19       -5.15      9.31     19.27    -39.86     -3.07     17.05
           20       52.67      5.63     32.18     -4.88      0.61      9.77
           21      -22.37      2.57      0.54    -64.79      0.30     31.51
           22       35.45     -1.10     13.44    -29.81      3.98     24.23
           23      -17.77      5.99      3.66    -69.75     -3.11     34.72
           24       40.06      2.31     16.57    -34.78      0.56     27.44
           25       -9.75      5.90     16.15    -56.95      0.21     30.66
           26       48.06      2.22     29.05    -21.97      3.89     23.37
           27       -5.15      9.31     19.27    -61.91     -3.20     33.86
           28       52.67      5.63     32.18    -26.94      0.48     26.58
           29      -22.37      2.57      0.54    -42.73      0.43     14.70
           30       35.45     -1.10     13.44     -7.75      4.11      7.42
           31      -17.77      5.99      3.66    -47.70     -2.98     17.91
           32       40.06      2.31     16.57    -12.72      0.69     10.63
           33      -12.58      5.20     13.04    -28.23      0.35      9.90
           34       45.23      1.52     25.94      6.75      4.03      2.62
           35       -7.98      8.61     16.17    -33.20     -3.06     13.11
           36       49.84      4.93     29.07      1.78      0.61      5.83
           37      -25.20      1.87     -2.57    -58.12      0.31     27.57
           38       32.62     -1.80     10.33    -23.14      3.98     20.29
           39      -20.60      5.29      0.56    -63.09     -3.11     30.78
           40       37.23      1.61     13.47    -28.11      0.57     23.50
           41      -12.58      5.20     13.04    -50.28      0.22     26.72
           42       45.23      1.52     25.94    -15.31      3.90     19.43
           43       -7.98      8.61     16.17    -55.25     -3.19     29.92
           44       49.84      4.93     29.07    -20.28      0.48     22.64
           45      -25.20      1.87     -2.57    -36.07      0.44     10.76
           46       32.62     -1.80     10.33     -1.09      4.11      3.48
           47      -20.60      5.29      0.56    -41.04     -2.98     13.96
           48       37.23      1.61     13.47     -6.06      0.70      6.69
           49      -36.60      4.68      3.68    -38.91      0.59     11.69
           50       59.76     -1.45     25.18     19.39      6.72     -0.45
           51      -28.93     10.37      8.89    -47.18     -5.10     17.03
           52       67.44      4.24     30.40     11.11      1.03      4.90
           53      -45.43      2.35     -7.25    -59.83      0.56     24.06
           54       50.92     -3.77     14.25     -1.53      6.69     11.92
           55      -37.77      8.04     -2.04    -68.11     -5.13     29.40
           56       58.61      1.91     19.47     -9.82      1.00     17.27
           57      -36.60      4.68      3.68    -54.34      0.50     23.46
           58       59.76     -1.45     25.18      3.95      6.63     11.32
           59      -28.93     10.37      8.89    -62.62     -5.19     28.80
           60       67.44      4.24     30.40     -4.33      0.94     16.67
           61      -45.43      2.35     -7.25    -44.39      0.65     12.29
           62       50.92     -3.77     14.25     13.91      6.78      0.15
           63      -37.77      8.04     -2.04    -52.67     -5.04     17.63
           64       58.61      1.91     19.47      5.62      1.09      5.50
           65      -39.43      3.98      0.57    -32.24      0.60      7.75
           66       56.93     -2.15     22.07     26.06      6.72     -4.39
           67      -31.76      9.67      5.78    -40.52     -5.09     13.09
           68       64.61      3.54     27.29     17.77      1.04      0.96
           69      -48.26      1.65    -10.36    -53.17      0.57     20.12
           70       48.09     -4.47     11.15      5.13      6.69      7.98
           71      -40.60      7.34     -5.15    -61.45     -5.12     25.46
           72       55.78      1.21     16.36     -3.15      1.01     13.33
           73      -39.43      3.98      0.57    -47.68      0.51     19.52
           74       56.93     -2.15     22.07     10.62      6.63      7.38
           75      -31.76      9.67      5.78    -55.96     -5.18     24.86
           76       64.61      3.54     27.29      2.33      0.95     12.73
           77      -48.26      1.65    -10.36    -37.73      0.66      8.35
           78       48.09     -4.47     11.15     20.57      6.78     -3.79
           79      -40.60      7.34     -5.15    -46.01     -5.03     13.69
           80       55.78      1.21     16.36     12.29      1.10      1.56
           81       13.26      4.40     19.05    -31.83      0.01     17.88
           82       22.17      4.47     20.66    -25.92     -0.07     16.27
           83        7.80      2.96     12.29    -44.78     -0.01     25.54
           84       16.70      3.03     13.90    -38.87     -0.09     23.93
           85       13.26      4.40     19.05    -41.39     -0.05     25.17
           86       22.17      4.47     20.66    -35.48     -0.12     23.56
           87        7.80      2.96     12.29    -35.23      0.05     18.25
           88       16.70      3.03     13.90    -29.32     -0.03     16.64
           89        9.18      3.37     14.47    -25.17      0.02     13.94
           90       18.08      3.45     16.08    -19.26     -0.06     12.33
           91        4.97      2.27      9.27    -35.13      0.00     19.83
           92       13.87      2.34     10.88    -29.22     -0.07     18.22
           93        9.18      3.37     14.47    -32.52     -0.03     19.55
           94       18.08      3.45     16.08    -26.61     -0.10     17.93
           95        4.97      2.27      9.27    -27.78      0.05     14.23
           96       13.87      2.34     10.88    -21.87     -0.03     12.62

                              --- Beam bending moment envelope ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment    -48.26    -38.77    -35.33    -33.48    -22.89    -18.39    -26.06
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment     67.44     31.05     15.87      2.57      7.46     21.86     69.75

  Stress ratio for strength check= 0.443
   Stress ratio for shear strength check=  0.118

  Force combination associated with maximum stress  for in-plane stability check:  1,  M=    24.86, N=     6.27,  M=   -28.87, N=    -0.03
   Maximum stress for in-plane stability check   (N/mm*mm) =    122.82
  Maximum stress ratio for in-plane stability    check=  0.403
  Critical bending moment Mcr(N*mm) =     66.47
  Maximum stress ratio for out-of-plane stability    check=  0.931

  Stress ratio for strength check = 0.443 < 1.0
  Stress ratio for shear strength check = 0.118 < 1.0
  Maximum stress ratio for in-plane stability < f=    305.00
  Maximum stress ratio for out-of-plane stability    check = 0.931 < 1.0
  Ratio of web height to thickness H0/TW=  46.67 < [H0/TW]=  250.00 (GB51022-2015)
  Ratio of flange width to thickness  B/T =   8.70 <  [B/T] =   12.20

                            --- (+)Ӷ (mm) ---
     Section      1         2         3         4         5         6         7
   Ӷֵ      0.00      4.40      7.97      8.90      6.86      3.00      0.00

  Maximum deflection =    8.90         Ratio of beam maximum deflection to span=  1/       1028.

  Initial gradient of beam:  1/    10.17
  Minimum gradient of deformed beam:  1/    10.48
  Change ratio of gradient after beam deformation = 0.030  <  1/3

  Fire resistance design of steel components: 
                                        Accidental combination

         Ϻ      M         N         V         M         N         V
            1       13.63      3.41     15.27    -22.21     -0.02     13.14
            2        9.42      2.30     10.07    -32.18     -0.04     19.03
            3       13.63      3.41     15.27    -29.56     -0.07     18.74
            4        9.42      2.30     10.07    -24.82      0.01     13.42
            5       12.69      3.18     14.24    -19.99     -0.02     11.82
            6        8.48      2.07      9.04    -29.95     -0.03     17.71
            7       12.69      3.18     14.24    -27.34     -0.06     17.43
            8        8.48      2.07      9.04    -22.60      0.01     12.11
            9       -5.95      2.17      4.99    -24.89      0.14     11.70
           10       19.74      0.53     10.73     -9.34      1.78      8.46
           11       -3.91      3.69      6.38    -27.09     -1.37     13.12
           12       21.79      2.05     12.12    -11.55      0.26      9.89
           13       -6.89      1.93      3.96    -22.66      0.15     10.39
           14       18.80      0.30      9.69     -7.12      1.78      7.15
           15       -4.85      3.45      5.35    -24.87     -1.37     11.81
           16       20.85      1.82     11.08     -9.33      0.26      8.58

                              --- Beam bending moment envelope(accidental     combination) ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment     -6.89    -11.47    -15.81    -17.50    -10.50     -1.69      0.00
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment     21.79      6.10      0.00      0.00      0.00      9.09     32.18

  Load ratio for strength check =   0.21
  Load ratio for in-plane stability check =   0.18
  Load ratio for out-of-plane stability check =    0.46
  Maximum temperate of unprotected steel component(Ts):   1004.11  ,Calculated critical temperature(Td):588.00
  Fire resistance protection is required
  Calculated required equivalent thermal resistance    (Ri) =     0.2721(m^2*/w)

  Member weight (Kg)=     381.08
--------------------------------------------------------------------------------


  steel beam       2            
    section type = 16; placement angle=  0; effective length: Lx=   9.19, Ly=   9.04
    Member length=   9.19; effective length factor: Ux=   1.00    Uy=   0.98
    Support Length=   9.04
    Seismic resistance level: level 4
    Section parameter:  B1= 180, B2= 180, H= 300, Tw=   6, T1=  10, T2=  10
    Cross-section classification for axial compression:X axis:type b, Y axis:type c
    Steel grade:Q355
    Classification of ratio of width to thickness: S4
    Check code: Technical code for steel structure of light-weight building with portal frames GB51022-2015                                                                                                 
    Fire resistance rating: class 2 ;  minimum fire resistance period:   1.50hours
    fire-resistant steel used: no; fire-resistant material used: Fire-resistant-coating1( 1); form coefficient: 247.727280(1/m)
    Amplification factor of beam stiffness  1.0

         Ϻ      M         N         V         M         N         V
            1       58.77      0.07     34.74    -12.24     -2.95     12.61
            2       28.87      0.03     17.08    -24.86     -6.27     28.22
            3       50.93      0.16     33.89    -24.86     -6.27     28.22
            4       36.71     -0.06     17.93    -12.24     -2.95     12.61
            5       52.10      0.06     30.80     -9.41     -2.25      9.50
            6       22.21      0.02     13.14    -22.03     -5.57     25.11
            7       44.27      0.15     29.95    -22.03     -5.57     25.11
            8       30.05     -0.06     13.99     -9.41     -2.25      9.50
            9      -19.39     -6.72     -0.44    -50.96      3.72     14.86
           10       38.88     -0.59     11.68     45.40     -2.41     -6.65
           11      -11.11     -1.03      4.90    -58.62     -1.97     20.07
           12       47.18      5.10     17.03     37.75     -8.10     -1.44
           13      -26.05     -6.73     -4.38    -48.13      4.42     11.75
           14       32.22     -0.60      7.74     48.23     -1.72     -9.76
           15      -17.77     -1.04      0.96    -55.79     -1.27     16.96
           16       40.52      5.09     13.09     40.58     -7.40     -4.55
           17       29.81     -3.98     24.23    -35.46      1.10     13.45
           18       64.77     -0.30     31.51     22.36     -2.58      0.54
           19       34.78     -0.56     27.44    -40.06     -2.31     16.57
           20       69.75      3.11     34.72     17.77     -5.99      3.66
           21       -0.08     -4.02      6.57    -48.08     -2.22     29.06
           22       34.88     -0.34     13.84      9.74     -5.90     16.15
           23        4.88     -0.61      9.77    -52.67     -5.63     32.18
           24       39.86      3.07     17.05      5.15     -9.31     19.27
           25       21.97     -3.89     23.38    -48.08     -2.22     29.06
           26       56.93     -0.21     30.65      9.74     -5.90     16.15
           27       26.94     -0.48     26.58    -52.67     -5.63     32.18
           28       61.91      3.20     33.86      5.15     -9.31     19.27
           29        7.76     -4.11      7.42    -35.46      1.10     13.45
           30       42.72     -0.43     14.69     22.36     -2.58      0.54
           31       12.72     -0.69     10.63    -40.06     -2.31     16.57
           32       47.70      2.98     17.91     17.77     -5.99      3.66
           33       23.15     -3.99     20.29    -32.63      1.80     10.34
           34       58.11     -0.31     27.56     25.19     -1.88     -2.57
           35       28.11     -0.57     23.50    -37.23     -1.61     13.47
           36       63.09      3.11     30.78     20.60     -5.29      0.56
           37       -6.75     -4.03      2.62    -45.25     -1.52     25.95
           38       28.21     -0.35      9.90     12.57     -5.20     13.04
           39       -1.78     -0.61      5.83    -49.84     -4.93     29.07
           40       33.20      3.07     13.11      7.98     -8.61     16.17
           41       15.31     -3.90     19.44    -45.25     -1.52     25.95
           42       50.27     -0.22     26.71     12.57     -5.20     13.04
           43       20.28     -0.48     22.64    -49.84     -4.93     29.07
           44       55.25      3.19     29.92      7.98     -8.61     16.17
           45        1.09     -4.11      3.48    -32.63      1.80     10.34
           46       36.05     -0.44     10.75     25.19     -1.88     -2.57
           47        6.06     -0.70      6.69    -37.23     -1.61     13.47
           48       41.04      2.98     13.96     20.60     -5.29      0.56
           49        1.54     -6.69     11.93    -50.94      3.78     14.26
           50       59.80     -0.56     24.05     45.41     -2.35     -7.25
           51        9.82     -1.00     17.27    -58.61     -1.91     19.47
           52       68.11      5.13     29.40     37.77     -8.04     -2.04
           53      -19.39     -6.72     -0.44    -59.78      1.45     25.19
           54       38.88     -0.59     11.68     36.58     -4.68      3.67
           55      -11.11     -1.03      4.90    -67.44     -4.24     30.40
           56       47.18      5.10     17.03     28.93    -10.37      8.89
           57       -3.95     -6.63     11.33    -59.78      1.45     25.19
           58       54.32     -0.50     23.45     36.58     -4.68      3.67
           59        4.33     -0.94     16.67    -67.44     -4.24     30.40
           60       62.62      5.19     28.80     28.93    -10.37      8.89
           61      -13.90     -6.78      0.16    -50.94      3.78     14.26
           62       44.37     -0.65     12.28     45.41     -2.35     -7.25
           63       -5.62     -1.09      5.50    -58.61     -1.91     19.47
           64       52.67      5.04     17.63     37.77     -8.04     -2.04
           65       -5.13     -6.70      7.98    -48.12      4.48     11.16
           66       53.14     -0.57     20.11     48.24     -1.65    -10.36
           67        3.15     -1.01     13.33    -55.78     -1.21     16.36
           68       61.45      5.12     25.46     40.60     -7.34     -5.15
           69      -26.05     -6.73     -4.38    -56.95      2.15     22.08
           70       32.22     -0.60      7.74     39.41     -3.98      0.57
           71      -17.77     -1.04      0.96    -64.61     -3.54     27.29
           72       40.52      5.09     13.09     31.76     -9.67      5.78
           73      -10.61     -6.64      7.39    -56.95      2.15     22.08
           74       47.65     -0.51     19.51     39.41     -3.98      0.57
           75       -2.33     -0.95     12.73    -64.61     -3.54     27.29
           76       55.96      5.18     24.86     31.76     -9.67      5.78
           77      -20.56     -6.79     -3.78    -48.12      4.48     11.16
           78       37.70     -0.66      8.34     48.24     -1.65    -10.36
           79      -12.29     -1.10      1.56    -55.78     -1.21     16.36
           80       46.01      5.03     13.69     40.60     -7.34     -5.15
           81       38.87      0.09     23.93    -16.70     -3.03     13.90
           82       44.78      0.01     25.54     -7.80     -2.96     12.29
           83       25.92      0.07     16.27    -22.17     -4.47     20.66
           84       31.83     -0.01     17.88    -13.26     -4.40     19.05
           85       35.48      0.12     23.56    -22.17     -4.47     20.66
           86       41.39      0.05     25.17    -13.26     -4.40     19.05
           87       29.32      0.03     16.64    -16.70     -3.03     13.90
           88       35.23     -0.05     18.25     -7.80     -2.96     12.29
           89       29.22      0.07     18.22    -13.87     -2.34     10.88
           90       35.13     -0.00     19.83     -4.97     -2.27      9.27
           91       19.26      0.06     12.33    -18.08     -3.45     16.08
           92       25.17     -0.02     13.94     -9.18     -3.37     14.47
           93       26.61      0.10     17.93    -18.08     -3.45     16.08
           94       32.52      0.03     19.55     -9.18     -3.37     14.47
           95       21.87      0.03     12.62    -13.87     -2.34     10.88
           96       27.78     -0.05     14.23     -4.97     -2.27      9.27

                              --- Beam bending moment envelope ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment    -26.05    -18.39    -22.89    -33.48    -35.32    -38.75    -48.24
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment     69.75     21.85      7.47      2.57     15.87     31.06     67.44

  Stress ratio for strength check= 0.443
   Stress ratio for shear strength check=  0.118

  Force combination associated with maximum stress  for in-plane stability check:  1,  M=    58.77, N=     0.07,  M=   -12.24, N=    -2.95
   Maximum stress for in-plane stability check   (N/mm*mm) =    122.82
  Maximum stress ratio for in-plane stability    check=  0.403
  Critical bending moment Mcr(N*mm) =    100.22
  Maximum stress ratio for out-of-plane stability    check=  0.931

  Stress ratio for strength check = 0.443 < 1.0
  Stress ratio for shear strength check = 0.118 < 1.0
  Maximum stress ratio for in-plane stability < f=    305.00
  Maximum stress ratio for out-of-plane stability    check = 0.931 < 1.0
  Ratio of web height to thickness H0/TW=  46.67 < [H0/TW]=  250.00 (GB51022-2015)
  Ratio of flange width to thickness  B/T =   8.70 <  [B/T] =   12.20

                            --- (+)Ӷ (mm) ---
     Section      1         2         3         4         5         6         7
   Ӷֵ      0.00      3.00      6.86      8.90      7.97      4.40      0.00

  Maximum deflection =    8.90         Ratio of beam maximum deflection to span=  1/       1028.

  Initial gradient of beam:  1/    10.17
  Minimum gradient of deformed beam:  1/    10.48
  Change ratio of gradient after beam deformation = 0.030  <  1/3

  Fire resistance design of steel components: 
                                        Accidental combination

         Ϻ      M         N         V         M         N         V
            1       32.18      0.04     19.03     -9.42     -2.30     10.07
            2       22.21      0.02     13.14    -13.63     -3.41     15.27
            3       29.56      0.07     18.74    -13.63     -3.41     15.27
            4       24.82     -0.01     13.42     -9.42     -2.30     10.07
            5       29.95      0.03     17.71     -8.48     -2.07      9.04
            6       19.99      0.02     11.82    -12.69     -3.18     14.24
            7       27.34      0.06     17.43    -12.69     -3.18     14.24
            8       22.60     -0.01     12.11     -8.48     -2.07      9.04
            9        9.34     -1.78      8.46    -19.75     -0.53     10.73
           10       24.88     -0.14     11.70      5.95     -2.17      4.99
           11       11.55     -0.26      9.89    -21.79     -2.05     12.12
           12       27.09      1.37     13.12      3.91     -3.69      6.38
           13        7.12     -1.78      7.15    -18.81     -0.30      9.69
           14       22.66     -0.14     10.38      6.89     -1.93      3.96
           15        9.33     -0.26      8.58    -20.85     -1.82     11.08
           16       24.87      1.37     11.81      4.85     -3.45      5.35

                              --- Beam bending moment envelope(accidental     combination) ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment      0.00     -1.69    -10.50    -17.50    -15.81    -11.46     -6.89
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment     32.18      9.09      0.00      0.00      0.00      6.10     21.79

  Load ratio for strength check =   0.21
  Load ratio for in-plane stability check =   0.18
  Load ratio for out-of-plane stability check =    0.46
  Maximum temperate of unprotected steel component(Ts):   1004.11  ,Calculated critical temperature(Td):588.00
  Fire resistance protection is required
  Calculated required equivalent thermal resistance (Ri) =     0.2721(m^2*/w)  ,Calculated required protective layer     thickness(di) =  27.21(mm)

  Member weight (Kg)=     381.08
--------------------------------------------------------------------------------
 
        Maximum horizontal displacement (x-direction) at column top under wind load:
            Node(  1), Horizontal displacement dx=  51.935(mm) = H /        137.
        Maximum horizontal displacement (x-direction) at column top under seismic load:
            Node(  1), Horizontal displacement dx=   5.312(mm) = H /       1337.
        Maximum deflection of beam(under dead + live load)
            beam(  1), ratio of deflection to span= 1 /       1028.
        Maximum horizontal displacement at column top under wind load: H/     137< Allowable horizontal displacement at column top: H/      60
        Maximum horizontal displacement at column top under seismic load: H/    1337< Allowable horizontal displacement at column top: H/      60
        Maximum ratio of beam(under dead + live load)deflection to span: 1/    1028< Allowable ratio of beam deflection to span: 1/     240

        Total weight of columns (Kg)=     1085.
        Total weight of beams (Kg)=      762.
        Total weight of beams and columns (Kg)=     1848.
