标准规范下载简介
1363.荣资商城2号楼工程设计任务书.doc柱 6 ( B= 0.700, H= 0.700, Lx= 5.62, Ly= 5.62 Rc=35 )
Asmin= 1715.
No 51 Vc= 88.88 N= 329.34 ASV= 199. ASV0= 0.
快速路工程实施性施工组织设计.doc No 53 N= 263.22 轴压比= 0.032
柱 7 ( B= 0.700, H= 0.700, Lx= 5.62, Ly= 5.62 Rc=35 )
Asmin= 1715.
No 49 Vc= 88.88 N= 329.34 ASV= 199. ASV0= 0.
No 53 N= 263.22 轴压比= 0.032
柱 8 ( B= 0.700, H= 0.700, Lx= 5.62, Ly= 5.62 Rc=35 )
Asmin= 1715.
No 51 Vc= 241.94 N= 1998.55 ASV= 199. ASV0= 0.
No 53 N= 2174.17 轴压比= 0.265
柱 9 ( B= 0.700, H= 0.700, Lx= 5.62, Ly= 5.62 Rc=35 )
Asmin= 1715.
No 49 Vc= 357.01 N= 3137.10 ASV= 199. ASV0= 0.
No 53 N= 3319.61 轴压比= 0.405
柱 10 ( B= 0.700, H= 0.700, Lx= 5.62, Ly= 5.62 Rc=35 )
Asmin= 1715.
No 49 Vc= 199.57 N= 1868.58 ASV= 199. ASV0= 0.
No 53 N= 1991.86 轴压比= 0.243
柱 11 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 51 Vc= 224.89 N= 1498.40 ASV= 135. ASV0= 29.
No 53 N= 1638.21 轴压比= 0.392
柱 12 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 49 Vc= 282.31 N= 2437.96 ASV= 186. ASV0= 80.
No 53 N= 2580.28 轴压比= 0.617
柱 13 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 49 Vc= 185.55 N= 1385.38 ASV= 135. ASV0= 0.
No 53 N= 1509.07 轴压比= 0.361
柱 14 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 51 Vc= 204.62 N= 1056.65 ASV= 135. ASV0= 22.
No 53 N= 1167.26 轴压比= 0.279
柱 15 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 49 Vc= 248.55 N= 1784.38 ASV= 152. ASV0= 50.
No 53 N= 1881.52 轴压比= 0.450
柱 16 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 49 Vc= 157.54 N= 981.31 ASV= 135. ASV0= 0.
No 53 N= 1073.24 轴压比= 0.257
柱 17 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 51 Vc= 170.22 N= 639.42 ASV= 135. ASV0= 16.
No 53 N= 714.33 轴压比= 0.171
柱 18 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 50 Vc= 172.59 N= 930.10 ASV= 135. ASV0= 1.
No 53 N= 1184.59 轴压比= 0.283
柱 19 ( B= 0.500, H= 0.500, Lx= 4.12, Ly= 4.12 Rc=35 )
Asmin= 875.
No 49 Vc= 122.97 N= 602.39 ASV= 135. ASV0= 0.
No 53 N= 656.38 轴压比= 0.157
柱 20 ( B= 0.500, H= 0.500, Lx= 4.13, Ly= 4.12 Rc=35 )
Asmin= 875.
No 51 Vc= 132.82 N= 280.54 ASV= 135. ASV0= 0.
No 53 N= 281.55 轴压比= 0.067
TCCIAT 0020-2020 冶金工程C型封闭料场设备安装与验收规程.pdf 柱 21 ( B= 0.500, H= 0.500, Lx= 4.13, Ly= 4.12 Rc=35 )
Asmin= 875.
No 49 Vc= 119.84 N= 462.61 ASV= 135. ASV0= 0.
No 53 N= 486.78 轴压比= 0.116
柱 22 ( B= 0.500, H= 0.500, Lx= 4.13, Ly= 4.12 Rc=35 )
Asmin= 875.
赵家岭隧道实施性施工组织设计 No 49 Vc= 81.77 N= 233.60 ASV= 135. ASV0= 0.
No 53 N= 260.57 轴压比= 0.062
梁 1 ( B= 0.350, H= 0.700, L= 7.20 Rc=30 )