工程名称:

模板类型:	组合钢模板 木模板
钢模板代号:	P3015P3012P3000P3007P3006P3004P2515P2512P2509P2507P2506P2504P2015P2012P2009P2007P2006P2004P1515P1512P1509P1507P1506P1504P1015P1012P1009P1007P1006P1004

[截面尺寸]

组合钢模板	悬臂端长度l1(mm)
	木模板	宽度b(mm)		厚度h(mm)
计算跨度l(mm)

[荷载及分项系数]
楼板模板自重g1=		kN/m2
楼板混凝土自重g2=		kN/m2
楼板钢筋自重力g3=		kN/m2
施工人员及设备均布荷载P1=		kN/m2
施工人员及设备集中荷载P2=		kN/m2
恒荷载分项系数rG1=
活荷载分项系数rG2=

[支撑横楞]
横楞类型:	钢楞 木楞
横楞间距s=		mm
卷边槽钢:	C60X2.5C60X3.0C80X2.0C100X2.5C100X2.5C100X3.0C120X2.5C120X3.0C140X2.0C140X2.2C140X2.5C160X2.0C160X2.2C160X2.5C180X2.0C180X2.2C180X2.5C200X2.0C200X2.2C200X2.5C220X2.0C220X2.2C220X2.5C250X2.0C250X2.2C250X2.5		横楞数量n1=
横楞数量n1=
木楞宽度b1=		mm
木楞厚度h1=		mm
横楞跨度la=		mm
横楞悬臂端长度la1=		mm