楼梯间荷载计算楼梯间楼梯斜板楼梯梁3600162526009200150250250150450100300210045002502450结果显示计算1.746.074.26KN/M4.184.186.287.81...
工程名称工程日期设计者几何参数输入荷载数据TL1=250400L1=1.7TB19TL2=250400L2=1.7TB29TL3=250400L3=1.6TB38.5TL4=250400L4=3.08中间平台4...
水磨石面层彩色水磨石楼面白水泥大理石子面15250.3818200.36纯水泥浆一道2200.04钢筋混凝土楼板120253.0020170.34静载分项系数1.2楼面静载4...
一、截面信息2820P(KN)0500232000028256484611281410169219742256253828200.000.000.000.000.000.000.000.000.000.000.00P(KN)050023200002...
2025/2/232:32PM楼、屋面板内容项次厚度客厅116025x0.16=4花岗岩大理石地面0.7525020x0.05=15.752.00q=1.35x5.75+1.4x0.7x2=9.72112025x0.1...
2025/2/232:32PM楼、屋面板内容项次厚度客厅116025x0.16=4花岗岩大理石地面0.7525020x0.05=15.752.00q=1.35x5.75+1.4x0.7x2=9.72112025x0.1...
2025/2/232:12PM楼、屋面板内容项次厚度客厅116025x0.16=4花岗岩大理石地面0.7525020x0.05=15.752.00q=1.35x5.75+1.4x0.7x2=9.72112025x0.1...
-228.41-0.36282.7594.1298.86100.33100.55100.63191.31-0.181-157.02-0.138-178.81178.81-0.069-112.98-0.36221.620.59-0.18156.8919.15-2...
-285.92285.92-285.920.280.180.2280.060.0062.9068.13-14.410.0053.5376.77-13.71-11.2160.3227.2875.57-15.79-10.6659.3827.3476.80-15.9...
-45.97-0.218-69.3569.35-0.11956.51-0.227-12.8412.84-0.227-56.51-0.119-69.3569.35-0.21843.28-0.282-0.154-0.154-0.28212.9610.02-7.92...
用于承载力计算的框架梁由永久荷载效应控制的基本组合表梁号截面内力恒载活载①②③④组合项目左M-137.07-49.67.18-1.19V138.4442.88-4.220...
用于承载力计算的框架梁由可变荷载效应控制的基本组合表梁号截面内力恒载活载风载①②③④左M-137.07-49.67.18-1.199.56-9.56V138.4442.88-...
第1页，共115页@www.sinoaec.com《建筑结构荷载规范》资料编号：GB50009--2001@UDC中华人民共和国国家标准PGB50009—2001建筑结构荷载规范L...
0-0.21800-0.1190-0.22700-0.227-16.21-0.119-16.2116.21-0.21816.21-0.282-0.154-0.154-0.2820.000.000.000.000.003.682.501.93-3.95-5.12...
0-0.21800-0.119-2.81-0.227-2.812.81-0.2272.81-0.11900-0.2180-0.282-0.154-0.154-0.2820.000.000.330.430.64-0.78-0.53-0.410.090.12-0....
-16.21-0.218-16.2116.21-0.11916.21-0.22700-0.2270-0.11900-0.2180-0.282-0.154-0.154-0.2824.573.53-2.35-3.04-4.481.020.690.53-0.12-0...
-37.86-0.218-61.2461.24-0.11949.81-0.227-11.4311.43-0.227-49.81-0.119-61.2461.24-0.21835.16-0.282-0.154-0.154-0.28210.688.25-6.91-...
柱号截面内力恒载活载①②③④组合项目上M26.2338.34-36.575.51N514.3774.5571.72-5.66下M-14.15-42.1440.65-5.53N545.2574.5571.72-5.66V8...
柱号截面内力恒载活载风载①②③④上M26.2338.34-36.575.5112.53-12.53N514.3774.5571.72-5.66-0.440.44下M-14.15-42.1440.65-5.53-9.079.0...
柱号截面内力恒载活载①②③④组合项目上M-137.07-49.67.18-1.19N286.4865.38-4.220.73下M95.6651.83-6.410.81N317.3665.38-4.220.73V-51.7...
