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  1. wraymy

    Insufficient depth of pilecap thickness

    Out of my curiousity, what if the pilecap which has been casted is found underdesigned in terms of insufficient pilecap thickness? is there anyway to rectify the pilecap other than enlarging the column? if the column is designed to be pinned at bottom (which by means the column does not...
  2. wraymy

    SAFE - PILECAP critical shear check & shear stress at column face

    hi all.. sorry to ask but how do we check on the critical shear check and also shear stress at column face in SAFE?
  3. wraymy

    BS 8110 Beam to column connection

    Hi all, I would like to clarify some detailing on beam to column connection by using BS 8110. Scenario 1, say a beam simply suppported to a column. Should the bottom & top reinforcement be 12D at column centreline will be sufficient? < if yes, is the detailing applicable the same to r.c wall...

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