Sheet3
Sheet2
Sheet1
梁端剪力设计值调整
位置
层数
Ml/(KN*m)
Mr/(KN*m)
Ln/m
Q1=-1.2*
Q恒/(kN/m)
Q活/(kN/m)
Vg=1.2*(Q恒+
V左=Q1+
(Ml-Mr)/Ln
0.5Q活)Ln/2
Vg/kN
BC跨
CD跨
DE跨
7.00
28.95
-89.12
5.40
26.24
1.20
21.10
5.63
77.49
103.72
6.00
78.69
-139.69
5.40
48.53
1.20
14.75
5.63
56.89
105.42
5.00
140.91
-190.60
5.40
73.67
1.20
14.75
5.63
56.89
130.56
4.00
-255.48
176.37
5.40
95.97
1.20
14.75
5.63
56.89
152.86
3.00
255.09
-295.59
5.40
122.37
1.20
14.75
5.63
56.89
179.27
2.00
273.79
-312.99
5.40
130.40
1.20
14.75
5.63
56.89
187.29
1.00
282.99
-299.32
5.40
129.40
1.20
14.75
5.63
56.89
186.30
7.00
-20.13
10.86
1.80
20.66
1.20
11.48
3.00
14.02
34.68
6.00
-31.54
29.31
1.80
40.57
1.20
8.09
3.75
10.76
51.33
5.00
-46.87
44.73
1.80
61.07
1.20
8.09
3.75
10.76
71.83
4.00
-61.42
59.38
1.80
80.53
1.20
8.09
3.75
10.76
91.30
3.00
-77.26
75.12
1.80
101.59
8.09
3.75
10.76
112.35
2.00
-82.61
79.85
1.80
108.31
8.09
3.75
10.76
119.07
1.00
-80.38
76.19
1.80
104.38
8.09
3.75
10.76
115.14
7.00
-89.12
28.95
5.40
26.24
21.10
5.63
77.49
103.72
6.00
-139.76
78.69
5.40
48.54
14.75
5.63
56.89
105.44
5.00
-190.59
140.91
5.40
73.67
14.75
5.63
56.89
130.56
4.00
176.37
-255.47
5.40
95.96
1.20
14.75
5.63
56.89
152.86
3.00
-295.59
255.09
5.40
122.37
1.20
14.75
5.63
56.89
179.27
2.00
-312.99
273.79
5.40
130.40
1.20
14.75
5.63
56.89
187.29
1.00
-299.32
282.98
5.40
129.40
1.20
14.75
5.63
56.89
186.29