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Support Reaction From Etabs

Palash Engr

By Palash Engr,
in Spreadsheets & Softwares

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Palash Engr Newbie

Palash Engr

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Posted

Honorable Engineers, Please see the attached 3 Photo. I have completed all works (Model/Design etc) of superstructure. now, for foundation design, when I searched for column/Shear Wall base reaction , I am seeing this strange negative point labels. This point labels are not shown in model, they are appearing in only the Tables (Display > Show Tables > Reaction) . Please help me to understand this things! 

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    • Performance Based Seismic Design

      Howard Roark posted a topic in General Discussion,

      Hi there,
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    • Beam Column Joint

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      *SEFP Consistent Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Pile Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Doc No: 10-00-CD-0007*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Date: April 16, 2018*

      1.1. FUNCTION OF JOINT

      Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for which it is designed.

      Another function of the beam-column joint is to help the structure to dissipate seismic forces so that it can behave in a ductile manner.

      1.2.WHY DO WE CARE

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      1.3.CONSEQUENCES OF FAILURE


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    • Comments/Observations regarding modelling in ETABS

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      *Comments/Observations regarding modelling in ETABS*

      *Doc No: 10-00-CD-0006*

      *Date: May 06, 2017*

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      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
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    • Minimum Reinfocement Criteria For Crack Control

      abdulqadeer29 posted a topic in Concrete Design,

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      So according to above statement , should we follow 0.60%, to be on more safe side??



       
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      Dear Sir/Madam,

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