Research Article
SEM-PLS Analysis of Inhibiting Factors of Cost Performance for Large Construction Projects in Malaysia: Perspective of Clients and Consultants
Table 3
Results of cross loading.
| ā | CSM | DDF | FIN | ICT | LAB | MMFM | PMCA |
| CSM01 | 0.635 | 0.389 | 0.165 | 0.479 | 0.396 | 0.176 | 0.460 | CSM04 | 0.844 | 0.383 | 0.384 | 0.414 | 0.305 | 0.368 | 0.510 | CSM05 | 0.826 | 0.465 | 0.430 | 0.456 | 0.323 | 0.208 | 0.480 | CSM06 | 0.651 | 0.191 | 0.365 | 0.460 | 0.407 | 0.480 | 0.465 | CSM07 | 0.769 | 0.402 | 0.313 | 0.280 | 0.246 | 0.172 | 0.433 | CSM08 | 0.637 | 0.472 | 0.569 | 0.520 | 0.454 | 0.456 | 0.629 | DDF01 | 0.304 | 0.806 | 0.228 | 0.346 | 0.255 | ā0.032 | 0.519 | DDF02 | 0.351 | 0.553 | 0.388 | 0.284 | 0.194 | 0.175 | 0.432 | DDF03 | 0.477 | 0.921 | 0.366 | 0.505 | 0.443 | 0.305 | 0.715 | DDF05 | 0.459 | 0.870 | 0.273 | 0.443 | 0.462 | 0.321 | 0.578 | FIN01 | 0.286 | 0.081 | 0.571 | 0.191 | 0.440 | 0.293 | 0.219 | FIN02 | 0.115 | 0.011 | 0.633 | 0.040 | 0.382 | 0.194 | 0.250 | FIN05 | 0.401 | 0.397 | 0.807 | 0.298 | 0.474 | 0.171 | 0.452 | FIN06 | 0.346 | 0.235 | 0.867 | 0.272 | 0.561 | 0.551 | 0.393 | ICT01 | 0.548 | 0.394 | 0.285 | 0.867 | 0.537 | 0.511 | 0.553 | ICT02 | 0.472 | 0.512 | 0.292 | 0.912 | 0.518 | 0.407 | 0.587 | ICT03 | 0.514 | 0.404 | 0.295 | 0.881 | 0.498 | 0.471 | 0.646 | LAB01 | 0.289 | 0.323 | 0.515 | 0.479 | 0.861 | 0.423 | 0.496 | LAB02 | 0.541 | 0.387 | 0.574 | 0.468 | 0.793 | 0.503 | 0.497 | LAB03 | 0.357 | 0.408 | 0.433 | 0.481 | 0.778 | 0.411 | 0.400 | LAB04 | 0.450 | 0.473 | 0.520 | 0.487 | 0.726 | 0.561 | 0.536 | LAB05 | 0.246 | 0.318 | 0.498 | 0.238 | 0.617 | 0.267 | 0.276 | MMF01 | 0.250 | 0.135 | 0.354 | 0.280 | 0.357 | 0.795 | 0.218 | MMF02 | 0.314 | 0.256 | 0.397 | 0.466 | 0.501 | 0.909 | 0.401 | MMF03 | 0.470 | 0.280 | 0.390 | 0.503 | 0.490 | 0.575 | 0.405 | MMF04 | 0.389 | 0.293 | 0.408 | 0.512 | 0.506 | 0.842 | 0.401 | PMCA02 | 0.244 | 0.577 | 0.321 | 0.362 | 0.245 | 0.015 | 0.590 | PMCA03 | 0.591 | 0.547 | 0.348 | 0.571 | 0.439 | 0.322 | 0.848 | PMCA04 | 0.456 | 0.412 | 0.405 | 0.528 | 0.558 | 0.552 | 0.692 |
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