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

Table 1

Load value.

Load steps	Initial	1	2	3	4	5	6	7	8	9	10	11	12
P (kN)	0	0.5	0.75	1	1.25	1.5	2	2.5	3	3.5	4	4.5	5
F (kN/m)	0	0.5	0.75	1	1.25	1.5	2	2.5	3	3.5	4	4.5	5