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|HAP||Permissible load (kg) Axial (*)||Height H||Dimensions A||Thickness||Foot||Foot thickness||Anchor distance >ez||Angle distance >er||Reinforcement min thickness t(**)||Rod Feb500 dia (mm)||L (mm)|
|HAP-014-055||1400||55||30||6||80 x 80||8||280||140||80||8||200|
|HAP-025-090||2500||90||30||10||80 x 80||8||320||160||100||8||300|
|HAP-040-110||4000||110||40||15||100 x 100||10||520||260||160||12||450|
|HAP-050-125||5000||125||40||15||100 x 100||10||520||260||160||12||450|
|HAP-075-160||7500||160||60||16||140 x 140||12||680||340||215||16||600|
|HAP-100-160||10000||160||60||20||140 x 140||12||800||400||245||16||600|
(*) Ensure that all load factors have been taken into account;Dimensions and safe working loads at concrete strength of 25 N/mm²;
Additional reinforcement bars must be placed to transfer the load to the concrete;The safety factor is 3 x allowable axial working load.
(**)t = h + concrete on top of anchor head + concrete cover.
|HDG||Hot Deep Galvanised|
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