Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area

Table 3

Size parameters of samples (mm).

Type	No.	Height	Component size	Thickness
Steel pipe post	1	1200	60  60	2
	2	1200	60  60	3
	3	1200	80  80	2
	4	1200	80  80	3
	5	1500	60  60	2
	6	1500	60  60	3
	7	1500	80  80	2
	8	1500	80  80	3
Finished post	9	1050	60	7
	10	1050	45–80	14
	11	1000	80	8
	12	1100	60–80	10