企业发展研究中心建筑结构设计+CAD图纸(8)

    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 企业发展研究中心建筑结构设计+CAD图纸(8):http://www.751com.cn/gongcheng/lunwen_15616.html