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hello12345hello Normally if columns of the steel structure are braced i dont think you really need a Tie beam.Tie beam could be a compressive or tensile member it really depends. if I were you and I would design a steel structure say 1 floor building and I wouldnt bother to provide tie beam...

ok guys thanks all of you cheers

For simply supported beam I have used 4 dia 10mm bar as a hanger bar at the top for a beam of 500 deep and 400mm wide.I havent seen any restriction using dia 10m bar in British code.

my beam size is 300mm(12in) wide by 500mm(20in) deep.I have used 4 No. dia 10mm at and 4 No dia 20mm at the bottom for simply supported beam.I have added two extra dia 20(Top) at support in case of continuous beam.These bar is enough for bending and also it covers the minimum reinforcement...

Normm Thank you very much I have used dia 10mm as a top bar and hoping should be ok. Thanks

Can we use dia 10mm bar in the beam as a top and bottom reinforcement as per British Standard.My problem is I can only use either dia 10mm or dia 20mm for longitudinal reinforcement for continuous beam due to availability of reinforcement on site.Code is specific for column not to be used dia 10...

Hi this is my first post on this website,My question is can anybody help me to design a circular underground water tank.I need to design wall which is circular.Is it ok to provide circular base for wall or I should provide square base for the wall.Does anybody know about ring sresses.Due to soil...