Mechanical Performance Investigation of a Flat-Roof and Four-Slope Folded Plate Structure

Table 2

Test strain values of each section of 3 mm thick folded plate structure.

Cross-section	Position (mm)		Load value (N)
			50	100	150	200	250	300
1-1	X-axis	0	−30	−61	−91	−122	−153	−183
		70	2	5	7	9	13	14
		110	−1	−2	−4	−5	−6	−7
	Y-axis	0	16	32	48	65	81	97
		70	−7	−15	−22	−29	−36	−43
		110	−2	−5	−7	−10	−13	−16
2-2	X-axis	0	−30	−61	−91	−122	−143	−182
		40	−10	−20	−29	−39	−49	−59
		80	−8	−16	−24	−32	−40	−48
	Y-axis	0	16	32	48	65	82	97
		40	−5	−9	−14	−18	−22	−28
		80	−8	−15	−23	−31	−39	−46
3-3	X-axis	0	−30	−61	−91	−122	−152	−182
		70	−11	−22	−33	−44	−55	−66
		110	−18	−36	−55	−73	−91	−109
	Y-axis	0	16	33	48	65	82	97
		70	−27	−53	−80	−106	−132	−158
		110	3	5	7	10	13	16