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It will be 0.008Ag instead of 0.08Ag @ 12.16. Only to find out the gross area we use the formula 0.008Ag. So the gross area will become 23809.52mm^2 and d=23809.52/240 = 99.206 mm instead of 34.04 mm. This is to check the depth of the column. It was an error by mistake. Sorry for the inconvenience.
Thank you for the notification. It was an error. Sorry for the inconvenience. It will be 0.008Ag instead of 0.08Ag @ 12.16. Only to find out the gross area we use the formula 0.008Ag. So the gross area will become 23809.52mm^2 and d=23809.52/240 = 99.206 mm instead of 34.04 mm. Other than this everything will be ok. This is to check the depth of the column. Hope this helps.
Madam, In this tutorial, I have not seen cracked moment of inertia applicable for column as 0.70 and beam as 0.35 . Can you explain whether it is required to be applied for seismic analysis as per IS1893-2016 IS1893-2016.
Is there any other video regarding staad pro connect edition. Apart from introduction, this is the first video on problem using staad pro connect edition.
This video is very useful to show both static and dynamic analysis. Kindly prepare video in auto wind load generation in staad pro connect edition. Also prepare some more videos on staad pro connect edition for other problems in building design with different shape in which we have to apply load combination as per IS1893 part1-2016 ie if it is not regular building we have to apply seismic load in X plus 30% load in other direction. Where we required to consider vertical EQ analysis. Thank you for nice video madam.
Thanks for your reply. I got through with the calculation. Do you have a video on how you calculate the amount of Reinforcement required for a beam and column knowing the load that the beam and column will be carrying?
Please refer to the below link ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-NV5k1RjrPiM.html ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-CdPXPj9KWFk.html ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-qQTCzaM9VF8.html
@@CivilEngineeringMastery Thank you for your latest reply to me. Can you tell me what safe live load per square foot you would recommend when designing a concrete wharf for commercial use?
Could you please explain a little more how you arrived at the answer for the weight of the Trapezoidal load distribution on beam B1 in your video, as when I use the figures you used, I do not get the answer you have for the load on B1. Thanks in advance, and looking forward to an early reply.
To calculate the trapezoidal load the formula is wlx/2(1-1/3k^2), where w is the total load on a slab, lx is the shorter span distance and k is the ratio between ly & lx. Please apply all the values in the given formula you will get the answer 5.64 kN/m on B1. Hope this clears your query.
