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B-C 1.9×(4.2-0.7)=6.84
D-F 1.9×(4.2-0.7)=6.84
F-H 1.9×(4.2-0.7)=6.84
H-J 2.38×[3.3×(4.2-0.7)-3.78]+1.512=20.79/3.3=6.3
4轴
B-C 1.9×(4.2-0.7)=6.84
D-F 1.9×(4.2-0.7)=6.84
F-H 1.9×(4.2-0.7)=6.84
5轴
D-F 1.9×(4.2-0.7)=6.84
F-H 1.9×(4.2-0.7)=6.84
6轴
D-F 1.9×(4.2-0.7)=6.84
F-H 1.9×(4.2-0.7)=6.84
7轴
D-F 1.9×(4.2-0.6) =7.03
8轴
B-D 1.9×[5.1×(4.2-0.6)-1.89]+0.284=32.546/5.1=6.382
D-E 6.382
F-H 1.9×(4.2-0.6) =7.03
9轴
F-H 1.9×(4.2-0.6) =7.03
10轴
B-D 2.38×[5.1×(4.2-0.7)-3.15×2]+1.26×2=31.223/5.1=6.12
D-E 6.12
E-F 6.12
F-H 2.38×(4.2-0.7)=8.57
A轴
1-2 2.38×(4.2-0.7-0.9) =6.7
2-3 0.4×4.2=1.68
B轴
3-4 2.38×[7.2×(4.2-0.7)-3.78×2]+1.512×2=31.223/7.2=6.07
4-5 6.07
5-6 6.07
6-7 6.07
7-8 6.07
8-10 6.07
C轴
1-2 1.9×[5.4×(4.2-0.7)-3.78]+1.512=31.347/5.4=5.80
3-4 1.9×[7.2×(4.2-0.7)-3.78]+0.667=44.1/7.2=6.11
4-5 1.9×(4.2-0.6) =7.03
5-6 1.9×(4.2-0.6) =7.03
D轴
1-3 ｛1.9×[8.4×(4.2-0.7)-3.78]+0.667｝/8.4=6.05
3-4 ｛1.9×[7.2×(4.2-0.7)-3.78]+0.667｝/7.2=5.921
4-5 ｛1.9×[6×(4.2-0.7)-3.78]+0.667｝/6=5.74
5-6 ｛1.9×[7.2×(4.2-0.7)-3.78]+0.667｝/7.2=5.921
6-7 1.9×(4.2-0.7)=6.84
8-10 1.9×(4.2-0.6) =7.03
E轴
8-10 1.9×(4.2-0.6) =7.03
F轴
6-7 1.9×(4.2-0.7)=6.84
7-8 ｛1.9×[2.4×(4.2-0.7)-3.78]+0.667｝/2.4=4.08
8-9 ｛1.9×[3×(4.2-0.7)-1.89]+0.284｝/3=5.74
9-10 1.9×[3×(4.2-0.7)-1.89]+0.284｝/3=5.74
H轴
3-4 2.38×[7.2×(4.2-0.7)-3.78×2]+1.512×2=31.223/7.2=6.07
4-5 6.07
5-6 6.07
6-7 6.07
7-8 6.07
8-10 6.07
J轴
1-3 2.38×[9×(4.2-0.7)-3.78×3]+1.512×3=34.2/7.2=5.64
第三层部分线荷载
C轴
3-6 1.9×[(4.2-0.6)-2.7]+2.7×4=3.18
H轴
1-3 ｛1.9×[9×(4.2-0.6)-3.78]+0.667｝/9=6.29
3-6 2.38×(4.2-0.7-0.9)+0.9×0.4=6.79
女儿墙
钢筋混凝土25 kN/ m3 高1500mm 厚240mm
线荷载 0.24×25×1.5=9kN/m
空调荷载 0.6 kN/m
4 结构电算
总信息 ..............................................
结构材料信息: 钢砼结构
混凝土容重 (kN/ m3): Gc = 25.00