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["民用建筑楼面均布活荷载标准值及其组合值、频遇值和准永久值系数"]
["项次","标准值","类       别","标准值(kN/m2)","组合值系数Ψc","频遇值系数Ψf","准永久值系数Ψq"]
[1,2,"(1)住宅,宿舍,旅馆,办公楼,医院病房,托儿所,幼儿园",2,0.7,0.5,0.4]
[1,2,"(2)教室,试验室,阅览室,会议室,医院门诊室",2,0.7,0.6,0.5]
[2,2.5,"食堂,餐厅,一般资料档案室",2.5,0.7,0.6,0.5]
[3,3,"(1)礼堂,剧场,影院,有固定座位的看台",3,0.7,0.5,0.3]
[3,3,"(2)公共洗衣房",3,0.7,0.6,0.5]
[4,3.5,"(1)商店,展览厅,车站,港口,机场大厅及其旅客等候室",3.5,0.7,0.6,0.5]
[4,3.5,"(2)无固定座位的看台 ",3.5,0.7,0.5,0.3]
[5,4,"(1)健身房,演出舞台",4,0.7,0.6,0.5]
[5,4,"(2)舞厅",4,0.7,0.6,0.3]
[6,5,"(1)书库,档案室,贮存室",5,0.9,0.9,0.8]
[6,12,"(2)密集柜书库 ",12,0.9,0.9,0.8]
[7,7,"通风机房,电梯机房",7,0.9,0.9,0.8]
[8,4,"(1)客车：单向板楼盖(板跨不小于2m)汽车通道及停车库",4,0.7,0.7,0.6]
[8,35,"(1)消防车：单向板楼盖(板跨不小于2m)汽车通道及停车库",35,0.7,0.7,0.6]
[8,2.5,"(2)客车：双向板和无梁楼盖(柱网尺寸不小于6m*6m)汽车通道及停车库",2.5,0.7,0.7,0.6]
[8,20,"(2)消防车：双向板和无梁楼盖(柱网尺寸不小于6m*6m)汽车通道及停车库",20,0.7,0.7,0.6]
[9,2,"(1)一般的厨房",2,0.7,0.6,0.5]
[9,4,"(2)餐厅的厨房",4,0.7,0.7,0.7]
[10,2,"(1)对第2项中的民用建筑浴室,厕所,盥洗室",2,0.7,0.5,0.4]
[10,2.5,"(2)对其它民用建筑浴室,厕所,盥洗室",2.5,0.7,0.6,0.5]
[11,2,"(1)宿舍,旅馆,医院病房,托儿所,幼儿园,住宅：走廊,门厅,楼梯",2,0.7,0.5,0.4]
[11,2.5,"(2)办公楼,教室,餐厅,医院门诊部：走廊,门厅,楼梯",2.5,0.7,0.6,0.5]
[11,3.5,"(3)消防疏散楼梯,其他民用建筑：走廊,门厅,楼梯",3.5,0.7,0.5,0.3]
[12,2.5,"(1)一般情况阳台",2.5,0.7,0.6,0.5]
[12,3.5,"(2)当人群有可能密集时阳台",3.5,0.7,0.6,0.5]
[13,"3-4","酒吧间、舞厅、展销厅","3.0～4.0",0.5]
[14,"4-5","屋面花园","4.0～5.0",0.8]
[15,"5-8","储藏室","5.0～8.0",0.8]
[16,"4-5","饭店厨房、洗衣房","4.0～5.0",0.5]
[17,"3-4.5","健身房、娱乐室","3.0～4.5",0.5]
[]
["注：\n1、本表所给各项活荷载适用于一般使用条件，当使用荷载较大或情况特殊时时，应按实际情况采用。\n2、第6项书库活荷载当书架高度大于2M时，书库活荷载尚应按每米书架高度不小于2.5KN/MM确定。\n3、第8项的客车活荷载只适用于停放载人小于9人的客车；消防车活荷载是适用于满载总重为300KN的大型车辆；当不符合本表的要求时，应将车轮局部荷载按结构效应的等效原则，换算为等效均布荷载。\n4、第11项楼梯活荷载，对预制楼梯踏步平板，尚应按1.5kN集中荷载验算。\n5、本表各项荷载不包括隔墙自重和二次装修荷载。对固定隔墙的自重应按恒荷载考虑，当隔墙位置可灵活自由布置时，非固定隔墙的自重应取每延米长墙重（KN/M）的1/3作为楼面活荷载的附加值（KN/MM）计入，附加值不小于1.0KN/MM。"]