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  • Users: Arun238
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  1. Arun238

    Cracked or uncracked concrete

    Hi, Is it common to consider cracked concrete while designing post installed anchors for a portal frame supported on foundation edge beam ? or the cracked concept is generally for suspended concrete where flexural cracks occur ?
  2. Arun238

    Residential Portal Frame Deflection Limit

    Hi there, Just trying to understand the deflection limit for residential portal frames designed in New Zealand. There is a 8mm or H/300 limit specified for specific bracing elements as per the P21 test paper by Branz. Referring to 1170.0 serviceability limits, The in plane limit for plaster...

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