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  1. XABI14

    Inclination for Flat Portal Frame Decking (Steel)

    Hi all struc eng How one can design a really small inclination (in the decking to direct rainwater) WITHOUT inclining the beams/rafters. Shall one design different purlin sizes? Are there any other suitable and economical solutions? thanks in advance
  2. XABI14

    Tensile Strength of Rebar Reinforcement

    What is your opinion if it was a mesh not just a rebar? Should one use the table of BS4483 or table 4 of BS4449.
  3. XABI14

    Tensile Strength of Rebar Reinforcement

    Hi all struc eng, BS 4449 and Annex C of EC2 gives a table on the characteristic values/properties of reinforcement (tensile strengths). For example: Grade 500B : Rm/Re is > 1.08 On BS 4483 and EN 10080 another table is given having a Minimum and Maximum absolute values. This time for...
  4. XABI14

    Characteristic Value of Steel Reinforcement (EN10080)

    If a steel bar is tested, giving a result of lets say Rm/Re=1.07, what grade should one give to the rebar? (Grade 500A or 500B)
  5. XABI14

    Characteristic Value of Steel Reinforcement (EN10080)

    If a steel bar is tested, giving a result of lets say Rm/Re=1.07, what grade should one give to the rebar? (Grade 500A or 500B)

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