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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：1 .设计依据32 .计算软件信息33 .结构模型概况31 .结构总体信息32 .截面信息43 .特点信息44 .构件信息54,约束信息85 .荷载信息91 .工况与坦合96 .内力信恩121 .设计内力127 .支座反力信息181 .目标组合支座反力198 .构件验律信息221 .应力比和长细比222 .应力比云图253 .应力比统计269 .结构挠跨比2610 .振型周期2611 .屈曲因子2712 .结构示意图/云图271 .约束示意图272 .点荷我示蔻图273 .战荷载示意图294 .温度作用示意图31
2、5 .吊车荷栽示意图326 .单工况内力云图327 .设计内力云图358 .单工况位移云图351 .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(GB5OO172017)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 .建筑与市政工程抗质通用规范(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PKPH钢结构设计软件.2 .计算时间为2023年
3、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混凝十.密度(kgm3)2500钢材密度(kgm3)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.I净截面系数0.9是否考虑构件自重是(三)风荷栽侑息地面粗糙度类别C基本风压标准值wO(kNm2)0.4风用高度变化修正系数n0.74风荷载放大系数地形修正系数风向影响系数(四)地震信息地震计算信息设防烈度场地类别设计地段分组(ZK5F)抗恐等级结构限尼比地虐作用重力荷我代表值2.截面信息1.211计算水平地震6度(0.05)II类第组四级0.03恒荷载(
4、D；活荷载(0.5)：表3-1截面信息表序号或面面积(m2)回转半径(ran)构件总数总毛爪UUkg)1箱200X250x12x1210224.079.1564573.62箱100X200x6x63456.O41.613917.03箱1X100x6x62256.O38.517784.91箱200X200x8x86144.078.5204088.53.节点信息表3-2节点坐标表Gn)节点号IDXYZ节点号IDXYZ111415.99312.7353.900241315.99315.3653.900339016.4(M12.6733.900439216.79415.2443.900542117.2
5、7912.5403.900643617.66915.I1.1.3.900742218.39212.3723.900843718.78114.9423.900942319.50412.2033.900104S819.89414.7743.9001139620,61612.0343.9001239821.00614.6053.9001342421.728I1.8663.900It43322.11814.4363.9001542522.84111.6973.9001643423.23114.26839001742623.95311.5293.9001843524.34314.0993.9001940
6、225.06511,3603.9002040125.45513.9303.9002142726.17811,1913.9002243026.56713.7623.9002342827,29011,0233.9002443127.68013.5933.900节点号IDXYZ节点号IDXYZ2542928,40210.8543.9002643228.79213.4253.9002740829.27710.7213.9002841029.66713.2923.90029I1.1.30.07910.6003.9003041230.07913.2293.90031J8915.99315.3650.000
7、3238816.10412.6730.0003339116,79415.2440.0003441517.27912.540-0.0003543917.66915.I1.1.0.0003639318.9212.3720.0003739418.78114.9420.000S841619.50412.203-O.0003941219,89114.7740.0001039520.61612.0340.OOO4139721,00614,6050.0004241721.72811.866-0.0004314022.11811.4360.0004439922.84111.6970.OOO4540023.23
8、114.2680.000-1641823.95311.529-O.0004744324.34314.0990.0004840125.06511.3600.OOO49-10325.45513,9300.0005041926.17811.1910.000511*1126,56713.7620.0005240527.29011.0230.0005310627.68013.5930.OOO5442028.40210.854-O.0005544428.79213.4250.OOO5610729.27710.7210.Ooo5740929,66713.2920.0005838630.07913.2290.
9、OOO5938715,99312.7350.0006038530.07910.6000.0004.构件信息表3-3构件信息表构件号ID被面(E)材料单元类型两端节点0长度(M)I5箱100X100X6x6Q355梁单元31592630230箱100X100x6x6Q235梁单元21263033箱200X250x12x12Q355梁单元5932416444箱200X250x12x12Q355缴单元134165348箱200X250x12x12Q355梁单元3331810667200X250x12x12Q355梁单元2481076箱200X200x8x8Q355梁单元32339008347箱100
10、X200x6x6Q235梁单元32332600919箱100X1.OoX6x60235梁单元342600107箱200X200x8x8Q355梁单元33439001131箱200X250x12x12Q355梁单元32348851245200X250x12x12Q355梁单元3588513342箱200X250x12x120355梁单元3533885构件号11)截面g)材料单元类型两端节点号长度(向5050箱200X250x12x12Q355梁单元1315112551337箱200X250x12x12Q355梁单元4543112552M箱200X250x12x12Q355缴单元141611255
11、3325箱100X200x6x60235梁单元414526005476箱100X100x6x6Q235梁单元151626005537箱200X250x12x12Q355梁第元444611255651200X250x12x12Q355梁单元1517H2557345200X250x12x120355梁单元474511255865200X250x12x12Q355梁单元161811255920箱200X200x8x8Q355梁单元4419450260333箱100X200x6x6Q235梁单元464726006177箱100X1.ooX6x6Q235梁单元171826006221箱200X200x8x80355梁单元452045026338200X250x12x120355梁单元464811256452箱200X250x12x12Q355梁单元1719112565340200X250x12x12Q355系单元494711256666箱200X250x12x120355梁单元182011256716箱200X200x8x8Q355梁单元4819390068328箱100X200x6x6Q235梁单
