1、连廊一结构计算书项目编号:项目名称: 森林小学改扩建项目计算人: 专业负责人: 校核人: 目 录1. 设计依据2. 计算软件信息3. 结构模型概况1. 结构总体信息2. 截面信息3. 节点信息4. 构件信息4. 约束信息5. 荷载信息1. 工况与组合6. 内力信息1. 设计内力7. 支座反力信息1. 目标组合支座反力8. 构件验算信息1. 应力比和长细比2. 应力比云图3. 应力比统计9. 结构挠跨比10. 振型周期11. 屈曲因子12. 结构示意图/云图1. 约束示意图2. 点荷载示意图3. 线荷载示意图4. 温度作用示意图5. 吊车荷载示意图6. 单工况内力云图7. 设计内力云图8. 单工况位移云图1. 设计依据本工程按照如下规范、规程进行设计:1.空间网格结构技术规程(JGJ7-2010)2.钢结构设计标准(GB50017-2017)3.建筑结构荷载规范(GB50009-2012)4.建筑抗震设计规范(GB50011-2010)(2016年版)5.工程结构通用规范(GB55001-2021)6.建筑与市政工程抗震通用规范(GB55002-2021)7.钢结构通用规范(GB5500
2、6-2021)2. 计算软件信息1.本工程计算软件为PKPM钢结构设计软件。2.计算时间为 2023年 12月 25日 14时28分59秒。3. 结构模型概况1. 结构总体信息（一）总信息构件自重(kg)10364混凝土密度(kg/m3)2500钢材密度(kg/m3)7850构件总数106节点总数60截面种类5材料种类2（二）设计信息结构重要性系数1.1净截面系数0.9是否考虑构件自重是（三）风荷载信息地面粗糙度类别C基本风压标准值w0(kN/m2)0.4风压高度变化修正系数0.74风荷载放大系数1.2地形修正系数1风向影响系数1（四）地震信息地震计算信息计算水平地震设防烈度6度(0.05g)场地类别II类设计地震分组（水平）第一组抗震等级四级结构阻尼比0.03地震作用重力荷载代表值恒荷载(1);活荷载(0.5);2. 截面信息表3-1 截面信息表序号截面面积(mm2)回转半径(mm)构件总数总毛重量(kg)1箱200X250x12x1210224.079.1564573.62箱100X200x6x63456.041.613917.03箱100X100x6x62256.038.5177
3、84.94箱200X200x8x86144.078.5204088.53. 节点信息表3-2 节点坐标表(m)节点号IDXYZ节点号IDXYZ141415.99312.7353.900241315.99315.3653.900339016.40412.6733.900439216.79415.2443.900542117.27912.5403.900643617.66915.1113.900742218.39212.3723.900843718.78114.9423.900942319.50412.2033.9001043819.89414.7743.9001139620.61612.0343.9001239821.00614.6053.9001342421.72811.8663.9001443322.11814.4363.9001542522.84111.6973.9001643423.23114.2683.9001742623.95311.5293.9001843524.34314.0993.9001940225.06511.3603.9002040425.45513.9303.9
4、002142726.17811.1913.9002243026.56713.7623.9002342827.29011.0233.9002443127.68013.5933.9002542928.40210.8543.9002643228.79213.4253.9002740829.27710.7213.9002841029.66713.2923.9002941130.07910.6003.9003041230.07913.2293.9003138915.99315.3650.0003238816.40412.6730.0003339116.79415.2440.0003441517.27912.540-0.0003543917.66915.1110.0003639318.39212.3720.0003739418.78114.9420.0003841619.50412.203-0.0003944219.89414.7740.0004039520.61612.0340.0004139721.00614.6050.0004241721.72811.866-0.0004344022.118
5、14.4360.0004439922.84111.6970.0004540023.23114.2680.0004641823.95311.529-0.0004744324.34314.0990.0004840125.06511.3600.0004940325.45513.9300.0005041926.17811.1910.0005144126.56713.7620.0005240527.29011.0230.0005340627.68013.5930.0005442028.40210.854-0.0005544428.79213.4250.0005640729.27710.7210.0005740929.66713.2920.0005838630.07913.2290.0005938715.99312.7350.0006038530.07910.6000.0004. 构件信息表3-3 构件信息表构件号ID截面(mm)材料单元类型两端节点号长度(mm)15箱100X100x6x6Q355梁单元31592630230箱100X100x6x6Q235梁单元21263033箱200X250x
6、12x12Q355梁单元5932416444箱200X250x12x12Q355梁单元134165348箱200X250x12x12Q355梁单元3331810667箱200X250x12x12Q355梁单元2481076箱200X200x8x8Q355梁单元32339008347箱100X200x6x6Q235梁单元32332600919箱100X100x6x6Q235梁单元342600107箱200X200x8x8Q355梁单元33439001131箱200X250x12x12Q355梁单元32348851245箱200X250x12x12Q355梁单元3588513342箱200X250x12x12Q355梁单元35338851468箱200X250x12x12Q355梁单元46885158箱200X200x8x8Q355梁单元336438716330箱100X200x6x6Q235梁单元343526001772箱100X100x6x6Q235梁单元562600189箱200X200x8x8Q355梁单元43743871932箱200X250x12x12Q355梁单元343611252046箱200X250x12x12Q355梁单元57112521338箱200X250x12x12Q355梁单元373511252269箱200X250x12x12Q355梁单元68112523326箱100X200x6x6Q235梁单元363726002473箱100X100x6x6Q235梁单元7826002533箱200X250x12x12Q355梁单元363811252647箱200X250x12x12Q355梁单元79112527346箱200X250x12x12Q355梁单元393711252870箱200X250x12x12Q355梁单元81011252912箱200X200x8x8Q355梁单元3611450230334箱100X200x6x6Q235梁单元383926003174箱100X100x6x6Q235梁单元91026003213箱200X200x8x8Q355梁单元371245023334箱200X250x12x12Q355梁单元384011253448箱200X250x12x12Q355梁单元911112535343
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