六层两跨框架梁内力组合-及配筋计算教程文件
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框架结构六层两跨 住宅楼计算表
层次
截面位置
内力
无地震作用效应的组合 SGk（恒载） SQk（活载） 1.35SGk+1.4*0.7SQk 1.2SGk+1.4SQk
A
M
-12.29 -0.77
V
37.47 0.46
Bl
M
-52.86 -0.20
V
58.67 0.76
6
Br
M
-59.08 -0.13
V
79.64 0.77
C
M
-27.15 -1.61
V
81.49 1.52
跨间
MAB MBC
A
M
-21.01 -3.57
V
48.08 9.62
Bl
M
-55.96 -13.86
V
66.34 15.00
5
Br
M
-67.19 -17.43
V
105.96 21.90
C
M
-43.89 -10.09
V
107.47 21.29
Bl
M
-55.87 -13.59
V
66.38 14.82
3
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.74 -11.08
V
107.71 21.13
跨间
MAB
-17.35 51.04 -71.55 79.95 -79.89 108.27 -38.23 111.50 114.27 38.50 -31.86 74.34 -89.12 104.26 -107.79 164.51 -69.14 165.95 156.03 51.42 -31.94 74.46 -88.73 104.14 -108.16 164.68 -68.59 166.12 155.21 50.60 -31.81 74.46 -88.74 104.14 -108.16 164.68 -68.56 166.12 155.77
V
81.49 1.52
跨间
MAB MBC
A
M
-21.01 -3.57
V
48.08 9.62
Bl
M
-55.96 -13.86
V
66.34 15.00
5
Br
M
-67.19 -17.43
V
105.96 21.90
-17.35 51.04 -71.55 79.95 -79.89 108.27 -38.23 111.50 114.27 38.50 -31.86 74.34 -89.12 104.26 -107.79 164.51
Bl
பைடு நூலகம்
M
-55.54 -12.96
V
66.10 14.61
1
Br
M
-69.92 -17.21
V
108.17 22.15
C
M
-34.92 -8.56
V
109.67 21.54
跨间
MAB MBC
50.62 -31.61 74.46 -88.29 104.14 -108.23 164.68 -68.14 166.12 155.45 50.43 -33.11 75.04 -87.68 103.55 -111.26 167.74 -55.53 169.16 154.95 65.12
3
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.74 -11.08
V
107.71 21.13
跨间
MAB MBC
A
M
-20.55 -3.94
V
48.04 9.80
Bl
M
-55.56 -13.56
V
66.38 14.82
2
Br
M
-67.35 -17.65
V
106.20 21.74
跨间
MBC
A
M
-20.55 -3.94
V
48.04 9.80
Bl
M
-55.56 -13.56
V
66.38 14.82
2
Br
M
-67.35 -17.65
V
106.20 21.74
C
M
-42.47 -11.03
V
107.71 21.13
跨间
MAB MBC
A
M
-21.51 -4.15
V
48.32 10.01
跨间
MAB MBC
A
M
-20.77 -3.98
V
48.04 9.80
Bl
M
-55.86 -13.59
V
66.38 14.82
4
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.76 -11.09
V
107.71 21.13
跨间
MAB MBC
A
M
-20.67 -3.98
V
48.04 9.80
V
48.04 9.80
Bl
M
-55.86 -13.59
V
66.38 14.82
4
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.76 -11.09
V
107.71 21.13
跨间
MAB MBC
A
M
-20.67 -3.98
V
48.04 9.80
Bl
M
-55.87 -13.59
V
66.38 14.82
无地震作用效应的组合 SGk（恒载） SQk（活载） 1.35SGk+1.4*0.7SQk 1.2SGk+1.4SQk
A
M
-12.29 -0.77
V
37.47 0.46
Bl
M
-52.86 -0.20
V
58.67 0.76
6
Br
M
-59.08 -0.13
V
79.64 0.77
C
M
-27.15 -1.61
43.75 -30.19 71.37 -85.65 100.40 -105.54 157.88 -66.41 158.83 151.56 43.56 -31.62 72.00 -84.79 99.77 -108.00 160.81 -53.88 161.76 151.06 58.25
层次
截面位置
内力
C
M
-42.47 -11.03
V
107.71 21.13
跨间
MAB MBC
A
M
-21.51 -4.15
-15.83 45.61 -63.71 71.47 -71.08 96.65 -34.83 99.92 106.44 28.45 -30.21 71.16 -86.54 100.61 -105.03 157.81
C
M
-43.89 -10.09
V
107.47 21.29
跨间
MAB MBC
A
M
-20.77 -3.98
-15.83 45.61 -63.71 71.47 -71.08 96.65 -34.83 99.92 106.44 28.45 -30.21 71.16 -86.54 100.61 -105.03 157.81 -66.80 158.77 152.14 44.55 -30.50 71.37 -86.06 100.40 -105.50 157.88 -66.84 158.83 151.33 43.73 -30.38 71.37 -86.07 100.40 -105.50 157.88 -66.80 158.83 151.88
层次
截面位置
内力
无地震作用效应的组合 SGk（恒载） SQk（活载） 1.35SGk+1.4*0.7SQk 1.2SGk+1.4SQk
A
M
-12.29 -0.77
V
37.47 0.46
Bl
M
-52.86 -0.20
V
58.67 0.76
6
Br
M
-59.08 -0.13
V
79.64 0.77
C
M
-27.15 -1.61
V
81.49 1.52
跨间
MAB MBC
A
M
-21.01 -3.57
V
48.08 9.62
Bl
M
-55.96 -13.86
V
66.34 15.00
5
Br
M
-67.19 -17.43
V
105.96 21.90
C
M
-43.89 -10.09
V
107.47 21.29
Bl
M
-55.87 -13.59
V
66.38 14.82
3
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.74 -11.08
V
107.71 21.13
跨间
MAB
-17.35 51.04 -71.55 79.95 -79.89 108.27 -38.23 111.50 114.27 38.50 -31.86 74.34 -89.12 104.26 -107.79 164.51 -69.14 165.95 156.03 51.42 -31.94 74.46 -88.73 104.14 -108.16 164.68 -68.59 166.12 155.21 50.60 -31.81 74.46 -88.74 104.14 -108.16 164.68 -68.56 166.12 155.77
V
81.49 1.52
跨间
MAB MBC
A
M
-21.01 -3.57
V
48.08 9.62
Bl
M
-55.96 -13.86
V
66.34 15.00
5
Br
M
-67.19 -17.43
V
105.96 21.90
-17.35 51.04 -71.55 79.95 -79.89 108.27 -38.23 111.50 114.27 38.50 -31.86 74.34 -89.12 104.26 -107.79 164.51
Bl
பைடு நூலகம்
M
-55.54 -12.96
V
66.10 14.61
1
Br
M
-69.92 -17.21
V
108.17 22.15
C
M
-34.92 -8.56
V
109.67 21.54
跨间
MAB MBC
50.62 -31.61 74.46 -88.29 104.14 -108.23 164.68 -68.14 166.12 155.45 50.43 -33.11 75.04 -87.68 103.55 -111.26 167.74 -55.53 169.16 154.95 65.12
3
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.74 -11.08
V
107.71 21.13
跨间
MAB MBC
A
M
-20.55 -3.94
V
48.04 9.80
Bl
M
-55.56 -13.56
V
66.38 14.82
2
Br
M
-67.35 -17.65
V
106.20 21.74
跨间
MBC
A
M
-20.55 -3.94
V
48.04 9.80
Bl
M
-55.56 -13.56
V
66.38 14.82
2
Br
M
-67.35 -17.65
V
106.20 21.74
C
M
-42.47 -11.03
V
107.71 21.13
跨间
MAB MBC
A
M
-21.51 -4.15
V
48.32 10.01
跨间
MAB MBC
A
M
-20.77 -3.98
V
48.04 9.80
Bl
M
-55.86 -13.59
V
66.38 14.82
4
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.76 -11.09
V
107.71 21.13
跨间
MAB MBC
A
M
-20.67 -3.98
V
48.04 9.80
V
48.04 9.80
Bl
M
-55.86 -13.59
V
66.38 14.82
4
Br
M
-67.29 -17.68
V
106.20 21.74
C
M
-42.76 -11.09
V
107.71 21.13
跨间
MAB MBC
A
M
-20.67 -3.98
V
48.04 9.80
Bl
M
-55.87 -13.59
V
66.38 14.82
无地震作用效应的组合 SGk（恒载） SQk（活载） 1.35SGk+1.4*0.7SQk 1.2SGk+1.4SQk
A
M
-12.29 -0.77
V
37.47 0.46
Bl
M
-52.86 -0.20
V
58.67 0.76
6
Br
M
-59.08 -0.13
V
79.64 0.77
C
M
-27.15 -1.61
43.75 -30.19 71.37 -85.65 100.40 -105.54 157.88 -66.41 158.83 151.56 43.56 -31.62 72.00 -84.79 99.77 -108.00 160.81 -53.88 161.76 151.06 58.25
层次
截面位置
内力
C
M
-42.47 -11.03
V
107.71 21.13
跨间
MAB MBC
A
M
-21.51 -4.15
-15.83 45.61 -63.71 71.47 -71.08 96.65 -34.83 99.92 106.44 28.45 -30.21 71.16 -86.54 100.61 -105.03 157.81
C
M
-43.89 -10.09
V
107.47 21.29
跨间
MAB MBC
A
M
-20.77 -3.98
-15.83 45.61 -63.71 71.47 -71.08 96.65 -34.83 99.92 106.44 28.45 -30.21 71.16 -86.54 100.61 -105.03 157.81 -66.80 158.77 152.14 44.55 -30.50 71.37 -86.06 100.40 -105.50 157.88 -66.84 158.83 151.33 43.73 -30.38 71.37 -86.07 100.40 -105.50 157.88 -66.80 158.83 151.88