森林小学改扩建项目-连廊一结构计算书

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》(GB55006-2021)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η0.74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100X100x6x62256.038.517784.94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IDXYZ141415.99312.7353.900241315.99315.3653.900339016.40412.6733.900439216.79415.2443.900542117.27912.5403.900643617.66915.1113.900742218.39212.3723.900843718.78114.9423.900942319.50412.2033.9001043819.89414.7743.9001139620.61612.0343.9001239821.00614.6053.9001342421.72811.8663.9001443322.11814.4363.9001542522.84111.6973.9001643423.23114.2683.9001742623.95311.5293.9001843524.34314.0993.9001940225.06511.3603.9002040425.45513.9303.9002142726.17811.1913.9002243026.56713.7623.9002342827.29011.0233.9002443127.68013.5933.9002542928.40210.8543.9002643228.79213.4253.9002740829.27710.7213.9002841029.66713.2923.9002941130.07910.6003.9003041230.07913.2293.9003138915.99315.3650.0003238816.40412.6730.0003339116.79415.2440.0003441517.27912.540-0.0003543917.66915.1110.0003639318.39212.3720.0003739418.78114.9420.0003841619.50412.203-0.0003944219.89414.7740.0004039520.61612.0340.0004139721.00614.6050.0004241721.72811.866-0.0004344022.11814.4360.0004439922.84111.6970.0004540023.23114.2680.0004641823.95311.529-0.0004744324.34314.0990.0004840125.06511.3600.0004940325.45513.9300.0005041926.17811.1910.0005144126.56713.7620.0005240527.29011.0230.0005340627.68013.5930.0005442028.40210.854-0.0005544428.79213.4250.0005640729.27710.7210.0005740929.66713.2920.0005838630.07913.2290.0005938715.99312.7350.0006038530.07910.6000.0004. 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200X250x12x12Q355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。