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Recent content by LYO

  1. LYO

    Back to back double angles - EC3

    Hi there, Good day. Need your help for this back to back double angle, gapped at 8mm. BS EN 1993-1 : 6.4.4 .....the maximum spacing between interconnections for back to back angle shall be 15xminimum radius of gyration. If this requirement is not there (spacing of connector > 15 x Imin), can...
  2. LYO

    BS 5950 Elastic Design Method

    thank you both LYO
  3. LYO

    BS 5950 Elastic Design Method

    Hi there, "When a structure is subjected to sustained vibration and stress reversal caused by operating equipment, plastic design method shall not be used." My understanding on this requirement is that the structure should be designed to elastic stage only where plastic forming in steel member...
  4. LYO

    ACI 318-11 D.5.2.9 Effective rebars tensile resisting distance

    sorry, correction, rebars are NOT at a distance < 6" as required in12.14.2.3.
  5. LYO

    ACI 318-11 D.5.2.9 Effective rebars tensile resisting distance

    from RD5.2.9, "...The anchor reinforcement should consist of stirrups, ties, or hairpins placed as close as practicable to the anchor. Only reinforcement spaced less than 0.5hef from the anchor centerline should be included as anchor reinforcement." If hef = 1000mm, so all rebars within 500mm...
  6. LYO

    ACI 318-11 D.5.2.9 Effective rebars tensile resisting distance

    thread507-314031 Hello, appreciate with all the information shared within this thread. From "Design of Anchor Reinforcement in Concrete Pedestal", to be considered effective resisting anchor tension, distance from anchor head to the reinforcement shall not be more than hef/3. From civilbay...

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