Hasnain Khan
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Hasnain Khan got a reaction from Beenay Shahi in Design For Shear And Torsion Using Etabs
Hello,
I have recently joined a structural engineer, and trying to get myself familiar with the norms of practice, so I have some basic questions which I haven't been able to get answers of sufficiently.
After modelling the structure in ETABS I'm trying to find out how to interpret the values of shear and torsion reinforcement given in design outputs. I have tried to find the answers by codes, manuals but haven't succeeded. Even asking my colleagues haven't given a satisfying answer, as everyone has his/her own way of interpreting these values.
Thanks,
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Hasnain Khan got a reaction from Welchples in Design For Shear And Torsion Using Etabs
Hello,
I have recently joined a structural engineer, and trying to get myself familiar with the norms of practice, so I have some basic questions which I haven't been able to get answers of sufficiently.
After modelling the structure in ETABS I'm trying to find out how to interpret the values of shear and torsion reinforcement given in design outputs. I have tried to find the answers by codes, manuals but haven't succeeded. Even asking my colleagues haven't given a satisfying answer, as everyone has his/her own way of interpreting these values.
Thanks,
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Hasnain Khan reacted to WR1 in When We Need Dynamic Analysis And What Abt Irrgularities
These r the images. In Image 4, 5 and 6 Remedial measures are given against irregularities! You can read more in the book.
The book is "REINFORCED CONCRETE DESIGN OF TALL BUILDINGS" by BUNGALE S. TARANATH
page number: 444
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Hasnain Khan got a reaction from WR1 in Design For Shear And Torsion Using Etabs
Hello,
I have recently joined a structural engineer, and trying to get myself familiar with the norms of practice, so I have some basic questions which I haven't been able to get answers of sufficiently.
After modelling the structure in ETABS I'm trying to find out how to interpret the values of shear and torsion reinforcement given in design outputs. I have tried to find the answers by codes, manuals but haven't succeeded. Even asking my colleagues haven't given a satisfying answer, as everyone has his/her own way of interpreting these values.
Thanks,
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Hasnain Khan reacted to Waqar Saleem in Long Term Deflection Multiplier
computing is necessary tool but a good engineer must know how to do it manually and if in case there is no computing facility or there is any problem one must be capable of cheking it manually, using the computing tools blindly is not good!!!how fast or how slow you are in computing depends it is not the fastness it is the accuracy and professionalism which lets you fly high in the profession !!! and a professional person can never be replaced he has his best position always otherwise he himself feels uneasy !!!