Resort Buildings Beam Strengthening

Structural Issues:
Vertical flexural cracks (0.15–0.28 mm) at beam mid-spans; insufficient flexural load-bearing capacity.
Diagonal cracks (0.2–0.45 mm) at beam ends; insufficient shear capacity and stiffness.

Reinforcement Method:
Carbon fiber and bonded steel plates used for beam reinforcement.

Carbon fiber for beams

Steel bonding for beams

Upon completion of the reinforcement,

the flexural and shear load-bearing capacities of all beams meet the requirements for the upgraded loads; existing cracks are fully sealed, and no new deformation or cracking has occurred;

all reinforced components are concealed above the suspended ceiling, preserving the original interior ceiling height and aesthetic appearance, thereby ensuring the high-end appeal of the resort's guest accommodations remains intact.