Pegas potest habere duo genera instabilitatem: Global instabilitatem et loci instabilitatem.
I. altiore instabilitas
Cum tota instabilis, in scafflold munera horizontali composito interioris et exterioris virgis et virgis horizontali. Magna unda brats per directionem verticalis pelagus structuram. Reliquum omnes maior gradus et ad verticalem spacing connectens murum pieces. Global Buckling defectum incipit transversus sine muro affectus, pauper lateralis rigor vel magna initial. In generali, altiore instabilitas est pelagus defectum forma pegma.
II. Loci instabilitatem
Cum loci instabilitatem occurs, fluminet Buckling occurs inter vectes inter gradus, adsum est similis gradus, et deformatio directiones interioris et vectes ut vel non esse. When the scaffolds are erected with equal steps and longitudinal distances, and the connecting wall parts are set evenly, under the action of uniform construction loads, the critical load of the local stability of the vertical poles is higher than the critical load of the overall stability, and the failure form of the scaffolding is the overall instability. Cumque scaffolds erigantur inaequalia distantiis longitudinalibus distantiis vel occasum connectens murum partes inaequaliter vel onus Polonis est inaequalibus, tum instabilitatem defectum possibilia. Institutio ad connectens murum non solum ad pendebat ab eversione sub actione ventus onus et aliae horizontalem, sed potius agit ut medium firmamentum verticalis poli.
Post Time: Sep, 26-2022