In reinforced concrete design, anchor length (La) ensures proper load transfer between steel reinforcement and concrete. The notation "LA 6-4.5" likely refers to a basic anchorage length calculation wher
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In reinforced concrete design, anchor length (La) ensures proper load transfer between steel reinforcement and concrete. The notation "LA 6-4.5" likely refers to a basic anchorage length calculation where:
Concrete strength grade significantly impacts bond performance. For C30 concrete (30MPa compressive strength), the basic bond strength is approximately 2.25N/mm². This value increases to 3.15N/mm² for C50 concrete.
Using the formula from GB50010-2010:
Basic anchorage length (Lab) = (α × f_y × d)/(f_t) Where: α = Bar type coefficient (0.14 for HRB400) f_y = Yield strength (400MPa) d = Bar diameter f_t = Concrete tensile strength
For Φ6mm bar in C30 concrete:
Lab = (0.14 × 400 × 6)/(2.01) ≈ 167mm
During the construction of Shanghai Tower (2014), engineers encountered:
While these developments promise improved efficiency, remember what veteran engineer Wang Zhiwei often quips: "Anchorage design is like marriage - both parties need proper engagement to prevent premature separation!"
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