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


  steel column     1            
    section type= 16; placement angle=  0; effective length: Lx=   9.01, Ly=   7.10; slenderness: x=  51.5,y= 115.4
    Member length=   7.10; effective length factor: Ux=   1.27    Uy=   1.00
    Seismic resistance level: level 4
    Section parameter:  B1= 250, B2= 250, H= 400, Tw=   6, T1=  12, T2=  12
    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: 216.569763(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1      -87.03     64.84    -33.07   -147.79    -57.66     33.07
            2     -182.56    127.24    -69.38   -310.01   -120.05     69.38
            3     -182.56    127.24    -69.38   -310.01   -120.05     69.38
            4      -87.03     64.84    -33.07   -147.79    -57.66     33.07
            5      -66.95     49.88    -25.44   -113.68    -44.35     25.44
            6     -162.47    112.27    -61.74   -275.91   -106.75     61.74
            7     -162.47    112.27    -61.74   -275.91   -106.75     61.74
            8      -66.95     49.88    -25.44   -113.68    -44.35     25.44
            9       59.07     13.53     13.91      3.55     -6.34     -3.73
           10     -119.87     34.67    -40.06    -89.08    -27.49     18.80
           11       43.01     34.19     12.22    -48.96    -27.00     13.90
           12     -135.93     55.33    -41.74   -141.59    -48.15     36.43
           13       79.15     -1.43     21.54     37.65      6.96    -11.36
           14      -99.79     19.71    -32.42    -54.97    -14.18     11.17
           15       63.09     19.22     19.86    -14.86    -13.70      6.27
           16     -115.85     40.37    -34.11   -107.49    -34.84     28.80
           17        0.63     34.05     -4.88    -56.99    -26.87     10.99
           18     -106.74     46.74    -37.26   -112.56    -39.56     24.51
           19       -9.01     46.45     -5.89    -88.50    -39.26     21.57
           20     -116.37     59.13    -38.28   -144.07    -51.95     35.09
           21      -94.89     96.45    -41.18   -219.21    -89.27     47.30
           22     -202.26    109.14    -73.57   -274.79   -101.95     60.81
           23     -104.53    108.84    -42.20   -250.72   -101.66     57.87
           24     -211.90    121.53    -74.58   -306.29   -114.35     71.39
           25      -94.89     96.45    -41.18   -219.21    -89.27     47.30
           26     -202.26    109.14    -73.57   -274.79   -101.95     60.81
           27     -104.53    108.84    -42.20   -250.72   -101.66     57.87
           28     -211.90    121.53    -74.58   -306.29   -114.35     71.39
           29        0.63     34.05     -4.88    -56.99    -26.87     10.99
           30     -106.74     46.74    -37.26   -112.56    -39.56     24.51
           31       -9.01     46.45     -5.89    -88.50    -39.26     21.57
           32     -116.37     59.13    -38.28   -144.07    -51.95     35.09
           33       20.71     19.09      2.75    -22.88    -13.56      3.36
           34      -86.65     31.78    -29.63    -78.46    -26.25     16.88
           35       11.08     31.48      1.74    -54.39    -25.96     13.94
           36      -96.29     44.17    -30.64   -109.97    -38.64     27.46
           37      -74.81     81.49    -33.55   -185.10    -75.96     39.66
           38     -182.17     94.17    -65.93   -240.68    -88.65     53.18
           39      -84.45     93.88    -34.56   -216.61    -88.35     50.24
           40     -191.81    106.57    -66.95   -272.19   -101.04     63.76
           41      -74.81     81.49    -33.55   -185.10    -75.96     39.66
           42     -182.17     94.17    -65.93   -240.68    -88.65     53.18
           43      -84.45     93.88    -34.56   -216.61    -88.35     50.24
           44     -191.81    106.57    -66.95   -272.19   -101.04     63.76
           45       20.71     19.09      2.75    -22.88    -13.56      3.36
           46      -86.65     31.78    -29.63    -78.46    -26.25     16.88
           47       11.08     31.48      1.74    -54.39    -25.96     13.94
           48      -96.29     44.17    -30.64   -109.97    -38.64     27.46
           49       59.07     13.53     13.91      3.55     -6.34     -3.73
           50     -119.87     34.67    -40.06    -89.08    -27.49     18.80
           51       43.01     34.19     12.22    -48.96    -27.00     13.90
           52     -135.93     55.33    -41.74   -141.59    -48.15     36.43
           53       -7.80     57.21    -11.50   -110.01    -50.02     21.68
           54     -186.74     78.35    -65.47   -202.64    -71.17     44.21
           55      -23.86     77.86    -13.19   -162.52    -70.68     39.31
           56     -202.80     99.01    -67.16   -255.15    -91.82     61.84
           57       -7.80     57.21    -11.50   -110.01    -50.02     21.68
           58     -186.74     78.35    -65.47   -202.64    -71.17     44.21
           59      -23.86     77.86    -13.19   -162.52    -70.68     39.31
           60     -202.80     99.01    -67.16   -255.15    -91.82     61.84
           61       59.07     13.53     13.91      3.55     -6.34     -3.73
           62     -119.87     34.67    -40.06    -89.08    -27.49     18.80
           63       43.01     34.19     12.22    -48.96    -27.00     13.90
           64     -135.93     55.33    -41.74   -141.59    -48.15     36.43
           65       79.15     -1.43     21.54     37.65      6.96    -11.36
           66      -99.79     19.71    -32.42    -54.97    -14.18     11.17
           67       63.09     19.22     19.86    -14.86    -13.70      6.27
           68     -115.85     40.37    -34.11   -107.49    -34.84     28.80
           69       12.29     42.24     -3.87    -75.90    -36.72     14.05
           70     -166.65     63.39    -57.84   -168.53    -57.86     36.58
           71       -3.78     62.90     -5.55   -128.42    -57.37     31.68
           72     -182.71     84.04    -59.52   -221.04    -78.52     54.21
           73       12.29     42.24     -3.87    -75.90    -36.72     14.05
           74     -166.65     63.39    -57.84   -168.53    -57.86     36.58
           75       -3.78     62.90     -5.55   -128.42    -57.37     31.68
           76     -182.71     84.04    -59.52   -221.04    -78.52     54.21
           77       79.15     -1.43     21.54     37.65      6.96    -11.36
           78      -99.79     19.71    -32.42    -54.97    -14.18     11.17
           79       63.09     19.22     19.86    -14.86    -13.70      6.27
           80     -115.85     40.37    -34.11   -107.49    -34.84     28.80
           81      -72.11     63.69    -29.63   -138.27    -56.51     29.63
           82     -101.96     65.99    -36.52   -157.31    -58.81     36.52
           83     -113.50     90.73    -45.36   -208.57    -83.55     45.36
           84     -143.35     93.03    -52.25   -227.61    -85.84     52.25
           85     -113.50     90.73    -45.36   -208.57    -83.55     45.36
           86     -143.35     93.03    -52.25   -227.61    -85.84     52.25
           87      -72.11     63.69    -29.63   -138.27    -56.51     29.63
           88     -101.96     65.99    -36.52   -157.31    -58.81     36.52
           89      -52.02     48.73    -22.00   -104.16    -43.20     22.00
           90      -81.87     51.03    -28.88   -123.21    -45.50     28.88
           91      -83.86     69.53    -34.10   -158.24    -64.00     34.10
           92     -113.71     71.83    -40.98   -177.28    -66.30     40.98
           93      -83.86     69.53    -34.10   -158.24    -64.00     34.10
           94     -113.71     71.83    -40.98   -177.28    -66.30     40.98
           95      -52.02     48.73    -22.00   -104.16    -43.20     22.00
           96      -81.87     51.03    -28.88   -123.21    -45.50     28.88

  Controlling force combination for strength check:  2,  M=  -182.56, N=   127.24,  M=  -310.01, N=  -120.05
  Stress ratio for strength check=  0.939
  Controlling force combination for shear strength check: 24, V=   -74.58
   Stress ratio for shear strength check=  0.205

  Force combination associated with maximum stress for in-plane stability check:  2,  M=  -182.56, N=   127.24,  M=  -310.01, N=  -120.05
  Maximum stress for in-plane stability check    (N/mm*mm) =    268.75
  Maximum stress ratio for in-plane stability    check=  0.881
  Critical bending moment Mcr(N*mm) =    829.68
  Maximum stress ratio for out-of-plane stability    check=  0.907
  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 = 0.939 < 1.0
  Stress ratio for shear strength check = 0.205 < 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=  62.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =  10.17 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =    51.  []=    180
  Compressive bar, out-of-plane slenderness =   115.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1      -66.95     49.88    -25.44   -113.68    -44.35     25.44
            2      -98.79     70.68    -37.54   -167.76    -65.15     37.54
            3      -98.79     70.68    -37.54   -167.76    -65.15     37.54
            4      -66.95     49.88    -25.44   -113.68    -44.35     25.44
            5      -60.25     44.89    -22.90   -102.32    -39.92     22.90
            6      -92.09     65.69    -35.00   -156.39    -60.71     35.00
            7      -92.09     65.69    -35.00   -156.39    -60.71     35.00
            8      -60.25     44.89    -22.90   -102.32    -39.92     22.90
            9      -27.99     36.19    -12.91    -73.33    -30.67     15.63
           10      -75.70     41.83    -27.30    -98.03    -36.31     21.64
           11      -32.27     41.70    -13.36    -87.33    -36.18     20.33
           12      -79.99     47.34    -27.75   -112.03    -41.81     26.34
           13      -21.29     31.21    -10.37    -61.96    -26.23     13.08
           14      -69.01     36.85    -24.76    -86.66    -31.87     19.09
           15      -25.58     36.72    -10.82    -75.96    -31.74     17.78
           16      -73.29     42.35    -25.21   -100.66    -37.38     23.79

  Fire resistance design is controlled by accidental    combination No.:  2,  M=   -98.79, N=    70.68,  M=  -167.76, N=   -65.15
  Load ratio for strength check =   0.50
  Load ratio for in-plane stability check=   0.47
  Load ratio for out-of-plane stability check =   0.39
  Maximum temperate of unprotected steel component(Ts)   :      1081.68 ,Calculated critical temperature(Td):   582.20
  Fire resistance protection is required
  Calculated required equivalent thermal resistance(Ri   ) =     0.4601(m^2*/w)  ,Calculated required protective layer   thickness(di) =  46.01(mm)

  Member weight (Kg)=     460.56
--------------------------------------------------------------------------------


  steel column     2            
    section type= 16; placement angle=  0; effective length: Lx=   9.01, Ly=   7.10; slenderness: x=  51.5,y= 115.4
    Member length=   7.10; effective length factor: Ux=   1.27    Uy=   1.00
    Seismic resistance level: level 4
    Section parameter:  B1= 250, B2= 250, H= 400, Tw=   6, T1=  12, T2=  12
    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: 216.569763(1/m)

                                                   

         Ϻ      M         N         V         M         N         V
            1      182.56    127.24     69.38    310.01   -120.05    -69.38
            2       87.03     64.84     33.07    147.79    -57.66    -33.07
            3      182.56    127.24     69.38    310.01   -120.05    -69.38
            4       87.03     64.84     33.07    147.79    -57.66    -33.07
            5      162.47    112.27     61.74    275.91   -106.75    -61.74
            6       66.95     49.88     25.44    113.68    -44.35    -25.44
            7      162.47    112.27     61.74    275.91   -106.75    -61.74
            8       66.95     49.88     25.44    113.68    -44.35    -25.44
            9      119.87     34.67     40.06     89.08    -27.49    -18.80
           10      -59.07     13.53    -13.91     -3.55     -6.34      3.73
           11      135.93     55.33     41.74    141.59    -48.15    -36.43
           12      -43.01     34.19    -12.22     48.96    -27.00    -13.90
           13       99.79     19.71     32.42     54.97    -14.18    -11.17
           14      -79.15     -1.43    -21.54    -37.65      6.96     11.36
           15      115.85     40.37     34.11    107.49    -34.84    -28.80
           16      -63.09     19.22    -19.86     14.86    -13.70     -6.27
           17      202.26    109.14     73.57    274.79   -101.95    -60.81
           18       94.89     96.45     41.18    219.21    -89.27    -47.30
           19      211.90    121.53     74.58    306.29   -114.35    -71.39
           20      104.53    108.84     42.20    250.72   -101.66    -57.87
           21      106.74     46.74     37.26    112.56    -39.56    -24.51
           22       -0.63     34.05      4.88     56.99    -26.87    -10.99
           23      116.37     59.13     38.28    144.07    -51.95    -35.09
           24        9.01     46.45      5.89     88.50    -39.26    -21.57
           25      202.26    109.14     73.57    274.79   -101.95    -60.81
           26       94.89     96.45     41.18    219.21    -89.27    -47.30
           27      211.90    121.53     74.58    306.29   -114.35    -71.39
           28      104.53    108.84     42.20    250.72   -101.66    -57.87
           29      106.74     46.74     37.26    112.56    -39.56    -24.51
           30       -0.63     34.05      4.88     56.99    -26.87    -10.99
           31      116.37     59.13     38.28    144.07    -51.95    -35.09
           32        9.01     46.45      5.89     88.50    -39.26    -21.57
           33      182.17     94.17     65.93    240.68    -88.65    -53.18
           34       74.81     81.49     33.55    185.10    -75.96    -39.66
           35      191.81    106.57     66.95    272.19   -101.04    -63.76
           36       84.45     93.88     34.56    216.61    -88.35    -50.24
           37       86.65     31.78     29.63     78.46    -26.25    -16.88
           38      -20.71     19.09     -2.75     22.88    -13.56     -3.36
           39       96.29     44.17     30.64    109.97    -38.64    -27.46
           40      -11.08     31.48     -1.74     54.39    -25.96    -13.94
           41      182.17     94.17     65.93    240.68    -88.65    -53.18
           42       74.81     81.49     33.55    185.10    -75.96    -39.66
           43      191.81    106.57     66.95    272.19   -101.04    -63.76
           44       84.45     93.88     34.56    216.61    -88.35    -50.24
           45       86.65     31.78     29.63     78.46    -26.25    -16.88
           46      -20.71     19.09     -2.75     22.88    -13.56     -3.36
           47       96.29     44.17     30.64    109.97    -38.64    -27.46
           48      -11.08     31.48     -1.74     54.39    -25.96    -13.94
           49      186.74     78.35     65.47    202.64    -71.17    -44.21
           50        7.80     57.21     11.50    110.01    -50.02    -21.68
           51      202.80     99.01     67.16    255.15    -91.82    -61.84
           52       23.86     77.86     13.19    162.52    -70.68    -39.31
           53      119.87     34.67     40.06     89.08    -27.49    -18.80
           54      -59.07     13.53    -13.91     -3.55     -6.34      3.73
           55      135.93     55.33     41.74    141.59    -48.15    -36.43
           56      -43.01     34.19    -12.22     48.96    -27.00    -13.90
           57      186.74     78.35     65.47    202.64    -71.17    -44.21
           58        7.80     57.21     11.50    110.01    -50.02    -21.68
           59      202.80     99.01     67.16    255.15    -91.82    -61.84
           60       23.86     77.86     13.19    162.52    -70.68    -39.31
           61      119.87     34.67     40.06     89.08    -27.49    -18.80
           62      -59.07     13.53    -13.91     -3.55     -6.34      3.73
           63      135.93     55.33     41.74    141.59    -48.15    -36.43
           64      -43.01     34.19    -12.22     48.96    -27.00    -13.90
           65      166.65     63.39     57.84    168.53    -57.86    -36.58
           66      -12.29     42.24      3.87     75.90    -36.72    -14.05
           67      182.71     84.04     59.52    221.04    -78.52    -54.21
           68        3.78     62.90      5.55    128.42    -57.37    -31.68
           69       99.79     19.71     32.42     54.97    -14.18    -11.17
           70      -79.15     -1.43    -21.54    -37.65      6.96     11.36
           71      115.85     40.37     34.11    107.49    -34.84    -28.80
           72      -63.09     19.22    -19.86     14.86    -13.70     -6.27
           73      166.65     63.39     57.84    168.53    -57.86    -36.58
           74      -12.29     42.24      3.87     75.90    -36.72    -14.05
           75      182.71     84.04     59.52    221.04    -78.52    -54.21
           76        3.78     62.90      5.55    128.42    -57.37    -31.68
           77       99.79     19.71     32.42     54.97    -14.18    -11.17
           78      -79.15     -1.43    -21.54    -37.65      6.96     11.36
           79      115.85     40.37     34.11    107.49    -34.84    -28.80
           80      -63.09     19.22    -19.86     14.86    -13.70     -6.27
           81      143.35     93.03     52.25    227.61    -85.84    -52.25
           82      113.50     90.73     45.36    208.57    -83.55    -45.36
           83      101.96     65.99     36.52    157.31    -58.81    -36.52
           84       72.11     63.69     29.63    138.27    -56.51    -29.63
           85      143.35     93.03     52.25    227.61    -85.84    -52.25
           86      113.50     90.73     45.36    208.57    -83.55    -45.36
           87      101.96     65.99     36.52    157.31    -58.81    -36.52
           88       72.11     63.69     29.63    138.27    -56.51    -29.63
           89      113.71     71.83     40.98    177.28    -66.30    -40.98
           90       83.86     69.53     34.10    158.24    -64.00    -34.10
           91       81.87     51.03     28.88    123.21    -45.50    -28.88
           92       52.02     48.73     22.00    104.16    -43.20    -22.00
           93      113.71     71.83     40.98    177.28    -66.30    -40.98
           94       83.86     69.53     34.10    158.24    -64.00    -34.10
           95       81.87     51.03     28.88    123.21    -45.50    -28.88
           96       52.02     48.73     22.00    104.16    -43.20    -22.00

  Controlling force combination for strength check:  1,  M=   182.56, N=   127.24,  M=   310.01, N=  -120.05
  Stress ratio for strength check=  0.939
  Controlling force combination for shear strength check: 19, V=    74.58
   Stress ratio for shear strength check=  0.205

  Force combination associated with maximum stress for in-plane stability check:  1,  M=   182.56, N=   127.24,  M=   310.01, N=  -120.05
  Maximum stress for in-plane stability check    (N/mm*mm) =    268.75
  Maximum stress ratio for in-plane stability    check=  0.881
  Critical bending moment Mcr(N*mm) =    829.68
  Maximum stress ratio for out-of-plane stability    check=  0.907
  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 = 0.939 < 1.0
  Stress ratio for shear strength check = 0.205 < 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=  62.67 < [H0/TW]=  250.00
  Ratio of flange width to thickness B/T  =  10.17 < [B/T]=   12.20
  Compressive bar, in-plane slenderness =    51.  []=    180
  Compressive bar, out-of-plane slenderness =   115.  []=    180

  Fire resistance design of steel components: 
                                        Accidental combination

                                                   

         Ϻ      M         N         V         M         N         V
            1       98.79     70.68     37.54    167.76    -65.15    -37.54
            2       66.95     49.88     25.44    113.68    -44.35    -25.44
            3       98.79     70.68     37.54    167.76    -65.15    -37.54
            4       66.95     49.88     25.44    113.68    -44.35    -25.44
            5       92.09     65.69     35.00    156.39    -60.71    -35.00
            6       60.25     44.89     22.90    102.32    -39.92    -22.90
            7       92.09     65.69     35.00    156.39    -60.71    -35.00
            8       60.25     44.89     22.90    102.32    -39.92    -22.90
            9       75.70     41.83     27.30     98.03    -36.31    -21.64
           10       27.99     36.19     12.91     73.33    -30.67    -15.63
           11       79.99     47.34     27.75    112.03    -41.81    -26.34
           12       32.27     41.70     13.36     87.33    -36.18    -20.33
           13       69.01     36.85     24.76     86.66    -31.87    -19.09
           14       21.29     31.21     10.37     61.96    -26.23    -13.08
           15       73.29     42.35     25.21    100.66    -37.38    -23.79
           16       25.58     36.72     10.82     75.96    -31.74    -17.78

  Fire resistance design is controlled by accidental    combination No.:  1,  M=    98.79, N=    70.68,  M=   167.76, N=   -65.15
  Load ratio for strength check =   0.50
  Load ratio for in-plane stability check=   0.47
  Load ratio for out-of-plane stability check =   0.39
  Maximum temperate of unprotected steel component(Ts)   :      1081.68 ,Calculated critical temperature(Td):   582.20
  Fire resistance protection is required
  Calculated required equivalent thermal resistance(Ri   ) =     0.4601(m^2*/w)  ,Calculated required protective layer   thickness(di) =  46.01(mm)

  Member weight (Kg)=     460.56
--------------------------------------------------------------------------------


  steel column     3            
    section type= 16; placement angle=  0; effective length: Lx=   3.00, Ly=   1.50; slenderness: x=  35.5,y=  33.9
    Member length=   1.53; effective length factor: Ux=   1.96    Uy=   0.98
    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      0.75     -0.00      0.00     -0.00      0.00
            2       -0.00      0.75     -0.00      0.00     -0.00      0.00
            3       -0.00      0.75     -0.00      0.00     -0.00      0.00
            4       -0.00      0.75     -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        9.12      0.75     12.16      0.00     -0.00     -0.00
           10       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           11        9.12      0.75     12.16      0.00     -0.00      0.00
           12       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           13        9.12      0.57     12.16      0.00     -0.00     -0.00
           14       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           15        9.12      0.57     12.16      0.00     -0.00      0.00
           16       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           17        5.47      0.75      7.30      0.00     -0.00     -0.00
           18       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           19        5.47      0.75      7.30      0.00     -0.00      0.00
           20       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           21        5.47      0.75      7.30      0.00     -0.00     -0.00
           22       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           23        5.47      0.75      7.30      0.00     -0.00      0.00
           24       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           25        5.47      0.75      7.30      0.00     -0.00     -0.00
           26       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           27        5.47      0.75      7.30      0.00     -0.00      0.00
           28       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           29        5.47      0.75      7.30      0.00     -0.00     -0.00
           30       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           31        5.47      0.75      7.30      0.00     -0.00      0.00
           32       -5.47      0.75     -7.30     -0.00     -0.00      0.00
           33        5.47      0.57      7.30      0.00     -0.00     -0.00
           34       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           35        5.47      0.57      7.30      0.00     -0.00      0.00
           36       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           37        5.47      0.57      7.30      0.00     -0.00     -0.00
           38       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           39        5.47      0.57      7.30      0.00     -0.00      0.00
           40       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           41        5.47      0.57      7.30      0.00     -0.00     -0.00
           42       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           43        5.47      0.57      7.30      0.00     -0.00      0.00
           44       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           45        5.47      0.57      7.30      0.00     -0.00     -0.00
           46       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           47        5.47      0.57      7.30      0.00     -0.00      0.00
           48       -5.47      0.57     -7.30     -0.00     -0.00      0.00
           49        9.12      0.75     12.16      0.00     -0.00     -0.00
           50       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           51        9.12      0.75     12.16      0.00     -0.00      0.00
           52       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           53        9.12      0.75     12.16      0.00     -0.00     -0.00
           54       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           55        9.12      0.75     12.16      0.00     -0.00      0.00
           56       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           57        9.12      0.75     12.16      0.00     -0.00     -0.00
           58       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           59        9.12      0.75     12.16      0.00     -0.00      0.00
           60       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           61        9.12      0.75     12.16      0.00     -0.00     -0.00
           62       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           63        9.12      0.75     12.16      0.00     -0.00      0.00
           64       -9.12      0.75    -12.16     -0.00     -0.00      0.00
           65        9.12      0.57     12.16      0.00     -0.00     -0.00
           66       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           67        9.12      0.57     12.16      0.00     -0.00      0.00
           68       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           69        9.12      0.57     12.16      0.00     -0.00     -0.00
           70       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           71        9.12      0.57     12.16      0.00     -0.00      0.00
           72       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           73        9.12      0.57     12.16      0.00     -0.00     -0.00
           74       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           75        9.12      0.57     12.16      0.00     -0.00      0.00
           76       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           77        9.12      0.57     12.16      0.00     -0.00     -0.00
           78       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           79        9.12      0.57     12.16      0.00     -0.00      0.00
           80       -9.12      0.57    -12.16     -0.00     -0.00      0.00
           81        0.03      0.75      0.02      0.00     -0.00     -0.02
           82       -0.03      0.75     -0.02      0.00     -0.00      0.02
           83        0.03      0.75      0.02      0.00     -0.00     -0.02
           84       -0.03      0.75     -0.02      0.00     -0.00      0.02
           85        0.03      0.75      0.02      0.00     -0.00     -0.02
           86       -0.03      0.75     -0.02      0.00     -0.00      0.02
           87        0.03      0.75      0.02      0.00     -0.00     -0.02
           88       -0.03      0.75     -0.02      0.00     -0.00      0.02
           89        0.03      0.57      0.02      0.00     -0.00     -0.02
           90       -0.03      0.57     -0.02      0.00     -0.00      0.02
           91        0.03      0.57      0.02      0.00     -0.00     -0.02
           92       -0.03      0.57     -0.02      0.00     -0.00      0.02
           93        0.03      0.57      0.02      0.00     -0.00     -0.02
           94       -0.03      0.57     -0.02      0.00     -0.00      0.02
           95        0.03      0.57      0.02      0.00     -0.00     -0.02
           96       -0.03      0.57     -0.02      0.00     -0.00      0.02

  Controlling force combination for strength check: 54,  M=    -9.12, N=     0.75,  M=    -0.00, N=    -0.00
  Stress ratio for strength check=  0.112
  Controlling force combination for shear strength check: 54, V=   -12.16
   Stress ratio for shear strength check=  0.063

  Force combination associated with maximum stress for in-plane stability check: 54,  M=    -9.12, N=     0.75,  M=    -0.00, N=    -0.00
  Maximum stress for in-plane stability check    (N/mm*mm) =     30.96
  Maximum stress ratio for in-plane stability    check=  0.101
  Critical bending moment Mcr(N*mm) =   1309.58
  Maximum stress ratio for out-of-plane stability    check=  0.048
  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 = 0.112 < 1.0
  Stress ratio for shear strength check = 0.063 < 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      0.52     -0.00      0.00     -0.00      0.00
            6       -0.00      0.52     -0.00      0.00     -0.00      0.00
            7       -0.00      0.52     -0.00      0.00     -0.00      0.00
            8       -0.00      0.52     -0.00      0.00     -0.00      0.00
            9        2.43      0.57      3.24      0.00     -0.00     -0.00
           10       -2.43      0.57     -3.24     -0.00     -0.00      0.00
           11        2.43      0.57      3.24      0.00     -0.00      0.00
           12       -2.43      0.57     -3.24     -0.00     -0.00      0.00
           13        2.43      0.52      3.24      0.00     -0.00     -0.00
           14       -2.43      0.52     -3.24     -0.00     -0.00      0.00
           15        2.43      0.52      3.24      0.00     -0.00      0.00
           16       -2.43      0.52     -3.24     -0.00     -0.00      0.00

  Fire resistance design is controlled by accidental    combination No.: 10,  M=    -2.43, N=     0.57,  M=    -0.00, N=    -0.00
  Load ratio for strength check =   0.03
  Load ratio for in-plane stability check=   0.03
  Load ratio for out-of-plane stability check =   0.01
  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)=      47.84
--------------------------------------------------------------------------------


  steel column     4            
    section type= 16; placement angle=  0; effective length: Lx=   3.00, Ly=   1.50; slenderness: x=  35.5,y=  33.9
    Member length=   1.53; effective length factor: Ux=   1.96    Uy=   0.98
    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      0.75      0.00      0.00      0.00     -0.00
            2        0.00      0.75     -0.00     -0.00      0.00      0.00
            3        0.00      0.75     -0.00     -0.00      0.00      0.00
            4        0.00      0.75      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        9.12      0.75     12.16      0.00      0.00     -0.00
           10       -9.12      0.75    -12.16      0.00      0.00     -0.00
           11        9.12      0.75     12.16     -0.00      0.00      0.00
           12       -9.12      0.75    -12.16      0.00      0.00     -0.00
           13        9.12      0.57     12.16      0.00      0.00     -0.00
           14       -9.12      0.57    -12.16      0.00      0.00     -0.00
           15        9.12      0.57     12.16     -0.00      0.00      0.00
           16       -9.12      0.57    -12.16      0.00      0.00     -0.00
           17        5.47      0.75      7.30      0.00      0.00     -0.00
           18       -5.47      0.75     -7.30      0.00      0.00     -0.00
           19        5.47      0.75      7.30     -0.00      0.00      0.00
           20       -5.47      0.75     -7.30      0.00      0.00     -0.00
           21        5.47      0.75      7.30      0.00      0.00     -0.00
           22       -5.47      0.75     -7.30     -0.00      0.00     -0.00
           23        5.47      0.75      7.30     -0.00      0.00      0.00
           24       -5.47      0.75     -7.30      0.00      0.00     -0.00
           25        5.47      0.75      7.30      0.00      0.00     -0.00
           26       -5.47      0.75     -7.30     -0.00      0.00     -0.00
           27        5.47      0.75      7.30     -0.00      0.00      0.00
           28       -5.47      0.75     -7.30      0.00      0.00     -0.00
           29        5.47      0.75      7.30      0.00      0.00     -0.00
           30       -5.47      0.75     -7.30      0.00      0.00     -0.00
           31        5.47      0.75      7.30     -0.00      0.00      0.00
           32       -5.47      0.75     -7.30      0.00      0.00     -0.00
           33        5.47      0.57      7.30      0.00      0.00     -0.00
           34       -5.47      0.57     -7.30      0.00      0.00     -0.00
           35        5.47      0.57      7.30     -0.00      0.00      0.00
           36       -5.47      0.57     -7.30      0.00      0.00     -0.00
           37        5.47      0.57      7.30      0.00      0.00     -0.00
           38       -5.47      0.57     -7.30      0.00      0.00     -0.00
           39        5.47      0.57      7.30     -0.00      0.00      0.00
           40       -5.47      0.57     -7.30      0.00      0.00     -0.00
           41        5.47      0.57      7.30      0.00      0.00     -0.00
           42       -5.47      0.57     -7.30      0.00      0.00     -0.00
           43        5.47      0.57      7.30     -0.00      0.00      0.00
           44       -5.47      0.57     -7.30      0.00      0.00     -0.00
           45        5.47      0.57      7.30      0.00      0.00     -0.00
           46       -5.47      0.57     -7.30      0.00      0.00     -0.00
           47        5.47      0.57      7.30     -0.00      0.00      0.00
           48       -5.47      0.57     -7.30      0.00      0.00     -0.00
           49        9.12      0.75     12.16      0.00      0.00     -0.00
           50       -9.12      0.75    -12.16      0.00      0.00     -0.00
           51        9.12      0.75     12.16     -0.00      0.00      0.00
           52       -9.12      0.75    -12.16      0.00      0.00     -0.00
           53        9.12      0.75     12.16      0.00      0.00     -0.00
           54       -9.12      0.75    -12.16      0.00      0.00     -0.00
           55        9.12      0.75     12.16     -0.00      0.00      0.00
           56       -9.12      0.75    -12.16      0.00      0.00     -0.00
           57        9.12      0.75     12.16      0.00      0.00     -0.00
           58       -9.12      0.75    -12.16      0.00      0.00     -0.00
           59        9.12      0.75     12.16     -0.00      0.00      0.00
           60       -9.12      0.75    -12.16      0.00      0.00     -0.00
           61        9.12      0.75     12.16      0.00      0.00     -0.00
           62       -9.12      0.75    -12.16      0.00      0.00     -0.00
           63        9.12      0.75     12.16     -0.00      0.00      0.00
           64       -9.12      0.75    -12.16      0.00      0.00     -0.00
           65        9.12      0.57     12.16      0.00      0.00     -0.00
           66       -9.12      0.57    -12.16      0.00      0.00     -0.00
           67        9.12      0.57     12.16     -0.00      0.00      0.00
           68       -9.12      0.57    -12.16      0.00      0.00     -0.00
           69        9.12      0.57     12.16      0.00      0.00     -0.00
           70       -9.12      0.57    -12.16      0.00      0.00     -0.00
           71        9.12      0.57     12.16     -0.00      0.00      0.00
           72       -9.12      0.57    -12.16      0.00      0.00     -0.00
           73        9.12      0.57     12.16      0.00      0.00     -0.00
           74       -9.12      0.57    -12.16      0.00      0.00     -0.00
           75        9.12      0.57     12.16     -0.00      0.00      0.00
           76       -9.12      0.57    -12.16      0.00      0.00     -0.00
           77        9.12      0.57     12.16      0.00      0.00     -0.00
           78       -9.12      0.57    -12.16      0.00      0.00     -0.00
           79        9.12      0.57     12.16     -0.00      0.00      0.00
           80       -9.12      0.57    -12.16      0.00      0.00     -0.00
           81        0.03      0.75      0.02      0.00      0.00     -0.02
           82       -0.03      0.75     -0.02      0.00      0.00      0.02
           83        0.03      0.75      0.02     -0.00      0.00     -0.02
           84       -0.03      0.75     -0.02     -0.00      0.00      0.02
           85        0.03      0.75      0.02     -0.00      0.00     -0.02
           86       -0.03      0.75     -0.02     -0.00      0.00      0.02
           87        0.03      0.75      0.02      0.00      0.00     -0.02
           88       -0.03      0.75     -0.02      0.00      0.00      0.02
           89        0.03      0.57      0.02     -0.00      0.00     -0.02
           90       -0.03      0.57     -0.02      0.00      0.00      0.02
           91        0.03      0.57      0.02     -0.00      0.00     -0.02
           92       -0.03      0.57     -0.02     -0.00      0.00      0.02
           93        0.03      0.57      0.02     -0.00      0.00     -0.02
           94       -0.03      0.57     -0.02     -0.00      0.00      0.02
           95        0.03      0.57      0.02     -0.00      0.00     -0.02
           96       -0.03      0.57     -0.02      0.00      0.00      0.02

  Controlling force combination for strength check: 49,  M=     9.12, N=     0.75,  M=     0.00, N=     0.00
  Stress ratio for strength check=  0.112
  Controlling force combination for shear strength check: 77, V=    12.16
   Stress ratio for shear strength check=  0.063

  Force combination associated with maximum stress for in-plane stability check: 49,  M=     9.12, N=     0.75,  M=     0.00, N=     0.00
  Maximum stress for in-plane stability check    (N/mm*mm) =     30.96
  Maximum stress ratio for in-plane stability    check=  0.101
  Critical bending moment Mcr(N*mm) =   1309.58
  Maximum stress ratio for out-of-plane stability    check=  0.048
  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 = 0.112 < 1.0
  Stress ratio for shear strength check = 0.063 < 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      0.52      0.00      0.00      0.00     -0.00
            6        0.00      0.52     -0.00     -0.00      0.00      0.00
            7        0.00      0.52     -0.00     -0.00      0.00      0.00
            8        0.00      0.52      0.00      0.00      0.00     -0.00
            9        2.43      0.57      3.24      0.00      0.00      0.00
           10       -2.43      0.57     -3.24      0.00      0.00     -0.00
           11        2.43      0.57      3.24     -0.00      0.00      0.00
           12       -2.43      0.57     -3.24      0.00      0.00     -0.00
           13        2.43      0.52      3.24      0.00      0.00     -0.00
           14       -2.43      0.52     -3.24      0.00      0.00     -0.00
           15        2.43      0.52      3.24     -0.00      0.00      0.00
           16       -2.43      0.52     -3.24      0.00      0.00     -0.00

  Fire resistance design is controlled by accidental    combination No.:  9,  M=     2.43, N=     0.57,  M=     0.00, N=     0.00
  Load ratio for strength check =   0.03
  Load ratio for in-plane stability check=   0.03
  Load ratio for out-of-plane stability check =   0.01
  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)=      47.84
--------------------------------------------------------------------------------


  steel beam       1            
    section type= 27; placement angle=  0; effective length: Lx=  18.49
    member length=   9.24;  effective length factor: Ux=   2.00
    Support Length=   9.04
    Knee brace works as a flexible support improving out-of plane stability of beam, whose information is given as follows: 
    knee brace section:L50X5   ;placement distance:   2.44
    angle between knee brace and purlin  45.00; distance between knee brace hole and purlin bottom edge:   0.10
    purlin section:XZ200X70X20X2.0 ;purlin span:   9.00; distance between purlin and beam upper edge:   0.02
    Seismic resistance level: level 4
    Variable H section H:  B1= 220, B2= 220, H1= 600, H2= 400 T1=   6 T2=  10 T3=  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: 257.837830(1/m)
    Amplification factor of beam stiffness  1.0

         Ϻ      M         N         V         M         N         V
            1      310.24     80.66    111.99    176.14    -69.05      6.75
            2      148.01     38.46     53.42     84.01    -32.92      3.22
            3      238.07     61.17     99.20    130.07    -49.56     19.54
            4      220.18     57.95     66.21    130.07    -52.41     -9.57
            5      276.08     71.79     99.66    156.75    -61.45      6.01
            6      113.86     29.58     41.09     64.62    -25.32      2.48
            7      203.92     52.30     86.87    110.68    -41.96     18.80
            8      186.02     49.07     53.88    110.68    -44.81    -10.31
            9      -12.45      8.94      4.75     26.40     -3.40      1.73
           10       98.42      9.21     25.97     26.40     -3.67     -1.04
           11       40.07     28.50     23.59     52.14    -22.96      3.64
           12      150.94     28.77     44.81     52.14    -23.23      0.87
           13      -46.60      0.07     -7.58      7.02      4.20      0.99
           14       64.27      0.34     13.64      7.02      3.93     -1.78
           15        5.91     19.62     11.26     32.75    -15.36      2.90
           16      116.78     19.89     32.48     32.75    -15.63      0.13
           17      213.96     62.95     82.78    141.57    -51.34      5.86
           18      280.48     63.11     95.51    141.57    -51.50      4.20
           19      245.47     74.69     94.09    157.01    -63.07      7.01
           20      311.99     74.85    106.82    157.01    -63.23      5.35
           21       51.74     20.75     24.22     49.44    -15.21      2.33
           22      118.26     20.91     36.95     49.44    -15.37      0.66
           23       83.25     32.48     35.52     64.88    -26.94      3.47
           24      149.77     32.64     48.25     64.88    -27.10      1.81
           25      141.80     43.46     69.99     95.51    -31.85     18.65
           26      208.32     43.63     82.73     95.51    -32.01     16.99
           27      173.31     55.20     81.30    110.95    -43.58     19.80
           28      239.83     55.36     94.03    110.95    -43.74     18.14
           29      123.90     40.24     37.01     95.51    -34.70    -10.46
           30      190.42     40.40     49.74     95.51    -34.86    -12.12
           31      155.41     51.97     48.31    110.95    -46.43     -9.32
           32      221.93     52.13     61.04    110.95    -46.59    -10.98
           33      179.80     54.08     70.46    122.19    -43.74      5.12
           34      246.33     54.24     83.19    122.19    -43.90      3.46
           35      211.31     65.81     81.76    137.63    -55.47      6.27
           36      277.83     65.97     94.49    137.63    -55.64      4.60
           37       17.58     11.87     11.89     30.06     -7.61      1.58
           38       84.10     12.04     24.62     30.06     -7.77     -0.08
           39       49.09     23.61     23.20     45.50    -19.34      2.73
           40      115.61     23.77     35.93     45.50    -19.51      1.07
           41      107.64     34.59     57.67     76.12    -24.25     17.91
           42      174.16     34.75     70.40     76.12    -24.41     16.25
           43      139.15     46.32     68.97     91.56    -35.98     19.06
           44      205.67     46.48     81.70     91.56    -36.15     17.39
           45       89.74     31.36     24.68     76.12    -27.10    -11.21
           46      156.27     31.52     37.41     76.12    -27.26    -12.87
           47      121.25     43.10     35.99     91.56    -38.83    -10.06
           48      187.77     43.26     48.72     91.56    -39.00    -11.72
           49      101.11     38.48     45.75     90.89    -28.69      4.20
           50      211.98     38.76     66.96     90.89    -28.96      1.44
           51      153.62     58.04     64.59    116.63    -48.25      6.12
           52      264.49     58.31     85.81    116.63    -48.52      3.35
           53      -12.45      8.94      4.75     26.40     -3.40      1.73
           54       98.42      9.21     25.97     26.40     -3.67     -1.04
           55       40.07     28.50     23.59     52.14    -22.96      3.64
           56      150.94     28.77     44.81     52.14    -23.23      0.87
           57       50.60     24.84     36.79     58.65    -15.05     13.16
           58      161.47     25.11     58.01     58.65    -15.32     10.39
           59      103.11     44.40     55.64     84.38    -34.60     15.07
           60      213.98     44.67     76.85     84.38    -34.88     12.30
           61       38.07     22.58     13.70     58.65    -17.04     -7.22
           62      148.94     22.85     34.92     58.65    -17.31     -9.99
           63       90.58     42.14     32.55     84.38    -36.60     -5.31
           64      201.45     42.41     53.76     84.38    -36.87     -8.08
           65       66.95     29.61     33.42     71.51    -21.09      3.46
           66      177.82     29.88     54.64     71.51    -21.37      0.69
           67      119.47     49.17     52.26     97.24    -40.65      5.37
           68      230.34     49.44     73.48     97.24    -40.92      2.61
           69      -46.60      0.07     -7.58      7.02      4.20      0.99
           70       64.27      0.34     13.64      7.02      3.93     -1.78
           71        5.91     19.62     11.26     32.75    -15.36      2.90
           72      116.78     19.89     32.48     32.75    -15.63      0.13
           73       16.44     15.97     24.47     39.26     -7.45     12.41
           74      127.31     16.24     45.68     39.26     -7.72      9.65
           75       68.95     35.52     43.31     65.00    -27.01     14.33
           76      179.82     35.79     64.53     65.00    -27.28     11.56
           77        3.91     13.71      1.38     39.26     -9.45     -7.97
           78      114.78     13.98     22.59     39.26     -9.72    -10.73
           79       56.42     33.26     20.22     65.00    -29.00     -6.05
           80      167.29     33.54     41.44     65.00    -29.27     -8.82
           81      208.77     55.50     77.77    123.93    -47.32      5.78
           82      227.86     57.99     79.83    123.93    -49.82      3.72
           83      138.47     37.21     52.39     84.01    -31.67      4.25
           84      157.56     39.71     54.45     84.01    -34.17      2.19
           85      177.50     47.05     72.22    103.97    -38.88     11.33
           86      196.59     49.55     74.29    103.97    -41.38      9.26
           87      169.74     45.65     57.93    103.97    -40.11     -1.29
           88      188.83     48.15     59.99    103.97    -42.61     -3.35
           89      158.39     42.40     59.58     95.33    -36.12      4.69
           90      177.48     44.90     61.65     95.33    -38.61      2.62
           91      104.31     28.33     40.06     64.62    -24.07      3.51
           92      123.40     30.83     42.12     64.62    -26.57      1.44
           93      134.33     35.91     55.32     79.98    -29.62      8.95
           94      153.42     38.40     57.38     79.98    -32.12      6.89
           95      128.37     34.83     44.32     79.98    -30.57     -0.75
           96      147.46     37.33     46.39     79.98    -33.07     -2.82

                              --- Beam bending moment envelope ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment    -46.60    -35.77    -40.01    -83.20   -129.31   -144.94   -176.14
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment    311.99    100.49     31.21     14.92      4.56      0.00      0.00

  Stress ratio for strength check= 0.734
   Stress ratio for shear strength check=  0.367

  Force combination associated with maximum stress  for in-plane stability check:  1,  M=   310.24, N=    80.66,  M=   176.14, N=   -69.05
   Maximum stress for in-plane stability check   (N/mm*mm) =    217.03
  Maximum stress ratio for in-plane stability    check=  0.712
  Critical bending moment Mcr(N*mm) =    832.27
  Maximum stress ratio for out-of-plane stability    check=  0.716
  ȶ㷽ʽȶż㡣

  Stress ratio for strength check = 0.734 < 1.0
  Stress ratio for shear strength check = 0.367 < 1.0
  Maximum stress ratio for in-plane stability < f=    305.00
  Maximum stress ratio for out-of-plane stability    check = 0.716 < 1.0
  Ratio of web height to thickness H0/TW=  80.00 < [H0/TW]=  250.00 (GB51022-2015)
  Ratio of flange width to thickness  B/T =  10.70 <  [B/T] =   12.20

                            --- (+)Ӷ (mm) ---
     Section      1         2         3         4         5         6         7
   Ӷֵ      0.00     13.00     28.05     43.02     55.91     64.95     68.88

  Maximum deflection =   68.88         Ratio of beam maximum deflection to span=  1/        267.

  Initial gradient of beam:  1/    10.22
  Minimum gradient of deformed beam:  1/    11.38
  Change ratio of gradient after beam deformation = 0.102  <  1/3

  Fire resistance design of steel components: 
                                        Accidental combination

         Ϻ      M         N         V         M         N         V
            1      167.93     43.65     60.61     95.33    -37.36      3.66
            2      113.86     29.58     41.09     64.62    -25.32      2.48
            3      143.88     37.15     56.35     79.98    -30.87      7.92
            4      137.91     36.08     45.36     79.98    -31.82     -1.79
            5      156.55     40.69     56.50     88.87    -34.83      3.41
            6      102.47     26.62     36.98     58.16    -22.79      2.23
            7      132.49     34.20     52.24     73.51    -28.34      7.67
            8      126.53     33.12     41.25     73.51    -29.28     -2.03
            9       71.07     21.71     28.11     49.26    -17.45      2.08
           10      100.63     21.78     33.77     49.26    -17.52      1.34
           11       85.07     26.93     33.14     56.12    -22.66      2.59
           12      114.64     27.00     38.80     56.12    -22.74      1.85
           13       59.68     18.75     24.00     42.80    -14.92      1.83
           14       89.25     18.83     29.66     42.80    -14.99      1.09
           15       73.69     23.97     29.03     49.66    -20.13      2.34
           16      103.25     24.04     34.69     49.66    -20.20      1.60

                              --- Beam bending moment envelope(accidental     combination) ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment      0.00      0.00     -1.01    -42.31    -71.37    -83.92    -95.33
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment    167.93     65.31     14.60      0.00      0.00      0.00      0.00

  Load ratio for strength check =   0.40
  Load ratio for in-plane stability check =   0.38
  Load ratio for out-of-plane stability check =    0.28
  Maximum temperate of unprotected steel component(Ts):   1004.72  ,Calculated critical temperature(Td):618.10
  Fire resistance protection is required
  Calculated required equivalent thermal resistance    (Ri) =     0.2652(m^2*/w)

  Member weight (Kg)=     528.27
--------------------------------------------------------------------------------


  steel beam       2            
    section type= 27; placement angle=  0; effective length: Lx=  18.49
    member length=   9.24;  effective length factor: Ux=   2.00
    Support Length=   9.04
    Knee brace works as a flexible support improving out-of plane stability of beam, whose information is given as follows: 
    knee brace section:L50X5   ;placement distance:   2.44
    angle between knee brace and purlin  45.00; distance between knee brace hole and purlin bottom edge:   0.10
    purlin section:XZ200X70X20X2.0 ;purlin span:   9.00; distance between purlin and beam upper edge:   0.02
    Seismic resistance level: level 4
    Variable H section H:  B1= 220, B2= 220, H1= 400, H2= 600 T1=   6 T2=  10 T3=  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: 257.837830(1/m)
    Amplification factor of beam stiffness  1.0

         Ϻ      M         N         V         M         N         V
            1      -84.01     32.92      3.22   -148.01    -38.46     53.42
            2     -176.14     69.05      6.75   -310.24    -80.66    111.99
            3     -130.07     49.56     19.54   -238.07    -61.17     99.20
            4     -130.07     52.41     -9.57   -220.18    -57.95     66.21
            5      -64.62     25.32      2.48   -113.86    -29.58     41.09
            6     -156.75     61.45      6.01   -276.08    -71.79     99.66
            7     -110.68     41.96     18.80   -203.92    -52.30     86.87
            8     -110.68     44.81    -10.31   -186.02    -49.07     53.88
            9      -26.40      3.67     -1.04    -98.42     -9.21     25.97
           10      -26.40      3.40      1.73     12.45     -8.94      4.75
           11      -52.14     23.23      0.87   -150.94    -28.77     44.81
           12      -52.14     22.96      3.64    -40.07    -28.50     23.59
           13       -7.02     -3.93     -1.78    -64.27     -0.34     13.64
           14       -7.02     -4.20      0.99     46.60     -0.06     -7.58
           15      -32.75     15.63      0.13   -116.78    -19.89     32.48
           16      -32.75     15.36      2.90     -5.91    -19.62     11.26
           17      -49.44     15.37      0.66   -118.26    -20.91     36.95
           18      -49.44     15.21      2.33    -51.74    -20.75     24.22
           19      -64.88     27.10      1.81   -149.77    -32.64     48.25
           20      -64.88     26.94      3.47    -83.25    -32.48     35.52
           21     -141.57     51.50      4.20   -280.48    -63.11     95.51
           22     -141.57     51.34      5.86   -213.96    -62.95     82.78
           23     -157.01     63.23      5.35   -311.99    -74.85    106.82
           24     -157.01     63.07      7.01   -245.47    -74.69     94.09
           25      -95.51     32.01     16.99   -208.32    -43.63     82.73
           26      -95.51     31.85     18.65   -141.80    -43.46     69.99
           27     -110.95     43.74     18.14   -239.83    -55.36     94.03
           28     -110.95     43.58     19.80   -173.31    -55.20     81.30
           29      -95.51     34.86    -12.12   -190.42    -40.40     49.74
           30      -95.51     34.69    -10.46   -123.90    -40.24     37.01
           31     -110.95     46.59    -10.98   -221.93    -52.13     61.04
           32     -110.95     46.43     -9.32   -155.41    -51.97     48.31
           33      -30.06      7.77     -0.08    -84.10    -12.04     24.62
           34      -30.06      7.61      1.58    -17.58    -11.87     11.89
           35      -45.50     19.51      1.07   -115.61    -23.77     35.93
           36      -45.50     19.34      2.73    -49.09    -23.61     23.20
           37     -122.19     43.90      3.46   -246.33    -54.24     83.19
           38     -122.19     43.74      5.12   -179.80    -54.08     70.46
           39     -137.63     55.64      4.60   -277.83    -65.97     94.49
           40     -137.63     55.47      6.27   -211.31    -65.81     81.76
           41      -76.12     24.41     16.25   -174.16    -34.75     70.40
           42      -76.12     24.25     17.91   -107.64    -34.59     57.67
           43      -91.56     36.15     17.39   -205.67    -46.48     81.70
           44      -91.56     35.98     19.06   -139.15    -46.32     68.97
           45      -76.12     27.26    -12.87   -156.27    -31.52     37.41
           46      -76.12     27.10    -11.21    -89.74    -31.36     24.68
           47      -91.56     39.00    -11.72   -187.77    -43.26     48.72
           48      -91.56     38.83    -10.06   -121.25    -43.10     35.99
           49      -26.40      3.67     -1.04    -98.42     -9.21     25.97
           50      -26.40      3.40      1.73     12.45     -8.94      4.75
           51      -52.14     23.23      0.87   -150.94    -28.77     44.81
           52      -52.14     22.96      3.64    -40.07    -28.50     23.59
           53      -90.89     28.96      1.44   -211.98    -38.75     66.96
           54      -90.89     28.69      4.20   -101.11    -38.48     45.75
           55     -116.63     48.52      3.35   -264.49    -58.31     85.81
           56     -116.63     48.25      6.12   -153.62    -58.04     64.59
           57      -58.65     15.32     10.39   -161.47    -25.11     58.01
           58      -58.65     15.05     13.16    -50.60    -24.84     36.79
           59      -84.38     34.88     12.30   -213.98    -44.67     76.85
           60      -84.38     34.60     15.07   -103.11    -44.40     55.64
           61      -58.65     17.31     -9.99   -148.94    -22.85     34.92
           62      -58.65     17.04     -7.22    -38.07    -22.58     13.70
           63      -84.38     36.87     -8.08   -201.45    -42.41     53.76
           64      -84.38     36.60     -5.31    -90.58    -42.14     32.55
           65       -7.02     -3.93     -1.78    -64.27     -0.34     13.64
           66       -7.02     -4.20      0.99     46.60     -0.06     -7.58
           67      -32.75     15.63      0.13   -116.78    -19.89     32.48
           68      -32.75     15.36      2.90     -5.91    -19.62     11.26
           69      -71.51     21.37      0.69   -177.82    -29.88     54.64
           70      -71.51     21.09      3.46    -66.95    -29.61     33.42
           71      -97.24     40.92      2.61   -230.34    -49.44     73.48
           72      -97.24     40.65      5.37   -119.47    -49.17     52.26
           73      -39.26      7.72      9.65   -127.31    -16.24     45.68
           74      -39.26      7.45     12.41    -16.44    -15.97     24.47
           75      -65.00     27.28     11.56   -179.82    -35.79     64.53
           76      -65.00     27.01     14.33    -68.95    -35.52     43.31
           77      -39.26      9.72    -10.73   -114.78    -13.98     22.59
           78      -39.26      9.44     -7.97     -3.91    -13.71      1.38
           79      -65.00     29.27     -8.82   -167.29    -33.54     41.44
           80      -65.00     29.00     -6.05    -56.42    -33.26     20.22
           81      -84.01     34.17      2.19   -157.56    -39.71     54.45
           82      -84.01     31.67      4.25   -138.47    -37.21     52.39
           83     -123.93     49.82      3.72   -227.86    -57.99     79.83
           84     -123.93     47.32      5.78   -208.77    -55.50     77.77
           85     -103.97     41.38      9.26   -196.59    -49.55     74.29
           86     -103.97     38.88     11.33   -177.50    -47.05     72.22
           87     -103.97     42.61     -3.35   -188.83    -48.15     59.99
           88     -103.97     40.11     -1.29   -169.74    -45.65     57.93
           89      -64.62     26.57      1.44   -123.40    -30.83     42.12
           90      -64.62     24.07      3.51   -104.31    -28.33     40.06
           91      -95.33     38.61      2.62   -177.48    -44.90     61.65
           92      -95.33     36.12      4.69   -158.39    -42.40     59.58
           93      -79.98     32.12      6.89   -153.42    -38.40     57.38
           94      -79.98     29.62      8.95   -134.33    -35.91     55.32
           95      -79.98     33.07     -2.82   -147.46    -37.33     46.39
           96      -79.98     30.57     -0.75   -128.37    -34.83     44.32

                              --- Beam bending moment envelope ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment   -176.14   -144.94   -129.31    -83.20    -40.01    -35.77    -46.60
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment      0.00      0.00      4.56     14.92     31.21    100.49    311.99

  Stress ratio for strength check= 0.734
   Stress ratio for shear strength check=  0.367

  Force combination associated with maximum stress  for in-plane stability check:  1,  M=   -84.01, N=    32.92,  M=  -148.01, N=   -38.46
   Maximum stress for in-plane stability check   (N/mm*mm) =    217.03
  Maximum stress ratio for in-plane stability    check=  0.712
  Critical bending moment Mcr(N*mm) =    832.27
  Maximum stress ratio for out-of-plane stability    check=  0.716
  ȶ㷽ʽȶż㡣

  Stress ratio for strength check = 0.734 < 1.0
  Stress ratio for shear strength check = 0.367 < 1.0
  Maximum stress ratio for in-plane stability < f=    305.00
  Maximum stress ratio for out-of-plane stability    check = 0.716 < 1.0
  Ratio of web height to thickness H0/TW=  80.00 < [H0/TW]=  250.00 (GB51022-2015)
  Ratio of flange width to thickness  B/T =  10.70 <  [B/T] =   12.20

                            --- (+)Ӷ (mm) ---
     Section      1         2         3         4         5         6         7
   Ӷֵ     68.88     64.95     55.91     43.02     28.05     13.00      0.00

  Maximum deflection =   68.88         Ratio of beam maximum deflection to span=  1/        267.

  Initial gradient of beam:  1/    10.22
  Minimum gradient of deformed beam:  1/    11.38
  Change ratio of gradient after beam deformation = 0.102  <  1/3

  Fire resistance design of steel components: 
                                        Accidental combination

         Ϻ      M         N         V         M         N         V
            1      -64.62     25.32      2.48   -113.86    -29.58     41.09
            2      -95.33     37.36      3.66   -167.93    -43.65     60.61
            3      -79.98     30.87      7.92   -143.88    -37.15     56.35
            4      -79.98     31.82     -1.79   -137.91    -36.08     45.36
            5      -58.16     22.79      2.23   -102.47    -26.62     36.98
            6      -88.87     34.83      3.41   -156.55    -40.69     56.50
            7      -73.51     28.34      7.67   -132.49    -34.20     52.24
            8      -73.51     29.28     -2.03   -126.53    -33.12     41.25
            9      -49.26     17.52      1.34   -100.63    -21.78     33.77
           10      -49.26     17.45      2.08    -71.07    -21.71     28.11
           11      -56.12     22.74      1.85   -114.64    -27.00     38.80
           12      -56.12     22.66      2.59    -85.07    -26.93     33.14
           13      -42.80     14.99      1.09    -89.25    -18.83     29.66
           14      -42.80     14.92      1.83    -59.68    -18.75     24.00
           15      -49.66     20.20      1.60   -103.25    -24.04     34.69
           16      -49.66     20.13      2.34    -73.69    -23.97     29.03

                              --- Beam bending moment envelope(accidental     combination) ---
  Beam bottom is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment    -95.33    -83.92    -71.37    -42.31     -1.01      0.00      0.00
  Beam top is in tension:
     Section      1         2         3         4         5         6         7
     Bending moment      0.00      0.00      0.00      0.00     14.60     65.31    167.93

  Load ratio for strength check =   0.40
  Load ratio for in-plane stability check =   0.38
  Load ratio for out-of-plane stability check =    0.28
  Maximum temperate of unprotected steel component(Ts):   1004.72  ,Calculated critical temperature(Td):618.10
  Fire resistance protection is required
  Calculated required equivalent thermal resistance    (Ri) =     0.2652(m^2*/w)

  Member weight (Kg)=     528.27
--------------------------------------------------------------------------------
 
        Maximum horizontal displacement (x-direction) at column top under wind load:
            Node(  2), Horizontal displacement dx=  13.224(mm) = H /        537.
        Maximum horizontal displacement (x-direction) at column top under seismic load:
            Node(  1), Horizontal displacement dx=   2.346(mm) = H /       3027.
        Maximum deflection of beam(under dead + live load)
            beam(  1), ratio of deflection to span= 1 /        267.
        Maximum horizontal displacement at column top under wind load: H/     537< Allowable horizontal displacement at column top: H/      60
        Maximum horizontal displacement at column top under seismic load: H/    3027< Allowable horizontal displacement at column top: H/      60
        Maximum ratio of beam(under dead + live load)deflection to span: 1/     267< Allowable ratio of beam deflection to span: 1/     240

        Total weight of columns (Kg)=     1017.
        Total weight of beams (Kg)=     1057.
        Total weight of beams and columns (Kg)=     2073.
