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Civil Engineering

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2016-10-01 Civil Engineering - Moment of Resistance of shear wall:

Dear Selvaraj    I cant understand that the neutral axis lies outside of the section unless you look a combination of moment and axil load so that all stresses on the section have the same sign ( all compression

2016-09-04 Civil Engineering - Mix Design:

Hi Vivek,    You can use quarry dust (size 0.5-2mm) instead of sand but not as a replacement for coarse aggregate, unless you are talking about just mortar for rendering and blockwork joints.    Its difficult

2016-09-03 Civil Engineering - Euro Code Definitions:

Hi Abdikarim,    Permanent loads are those that are always there- such as self weight and super imposed dead load (finishes), M&E installations, facades, (Gk) etc. Maybe also some proportion of the live

2016-08-31 Civil Engineering - test piles:

Dear Nords    I havent had experineces in this field. I cant imagine why you practice the prestressing in piles because I suppose a symmetric behaviour and model for a pile which cant have something to

2016-08-29 Civil Engineering - calculation of Torsional Irregularity Factors Ax:

Dear Azhar    The results of static and modal are different but their effect on eccentrencity shall not be because of the same eccentrencity of stiffness and mass centers which are the same for both method


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