Cause Analysis of Hindering On-Site Lean Construction for Prefabricated Buildings and Corresponding Organizational Capability Evaluation

Table 8

Information regarding all components and the common components.

Total variance explained
Component	Initial eigenvalues			Extraction sums of squared loadings			Rotation sums of squared loadings
	Total	% of variance	Cumulative %	Total	% of variance	Cumulative %	Total	% of variance	Cumulative %
1	12.239	40.795	40.795	12.239	40.795	40.795	6.758	22.526	22.526
2	2.224	7.412	48.207	2.224	7.412	48.207	4.553	15.175	37.701
3	1.380	4.598	52.805	1.380	4.598	52.805	3.142	10.472	48.173
4	1.273	4.244	57.049	1.273	4.244	57.049	1.755	5.851	54.023
5	1.211	4.035	61.085	1.211	4.035	61.085	1.698	5.661	59.685
6	1.075	3.583	64.668	1.075	3.583	64.668	1.495	4.983	64.668
7	0.947	3.157	67.824	—	—	—	—	—	—
8	0.851	2.835	70.660	—	—	—	—	—	—
9	0.792	2.641	73.301	—	—	—	—	—	—
10	0.761	2.537	75.838	—	—	—	—	—	—
11	0.695	2.316	78.154	—	—	—	—	—	—
12	0.667	2.222	80.376	—	—	—	—	—	—
13	0.624	2.080	82.456	—	—	—	—	—	—
14	0.518	1.728	84.184	—	—	—	—	—	—
15	0.494	1.647	85.831	—	—	—	—	—	—
16	0.461	1.538	87.369	—	—	—	—	—	—
17	0.441	1.469	88.837	—	—	—	—	—	—
18	0.412	1.372	90.209	—	—	—	—	—	—
19	0.375	1.251	91.460	—	—	—	—	—	—
20	0.346	1.153	92.612	—	—	—	—	—	—
21	0.306	1.019	93.632	—	—	—	—	—	—
22	0.282	0.939	94.571	—	—	—	—	—	—
23	0.275	0.918	95.489	—	—	—	—	—	—
24	0.260	0.868	96.358	—	—	—	—	—	—
25	0.220	0.734	97.092	—	—	—	—	—	—
26	0.215	0.717	97.808	—	—	—	—	—	—
27	0.196	0.652	98.461	—	—	—	—	—	—
28	0.177	0.589	99.050	—	—	—	—	—	—
29	0.147	0.489	99.539	—	—	—	—	—	—
30	0.138	0.461	100.000	—	—	—	—	—	—

Extraction method: principal component analysis.