Why don’t make it steel reinforcement against same one ?
@civil_boy_-ym1wz2 күн бұрын
Thank you very much mam
@GandhirajJ23PHD0282 күн бұрын
Excellent brief explanation very detail.simple able to understand mix design just like that superb explanation with references thank you mam.
@CivilEngineeringMastery2 күн бұрын
You are welcome.
@paulkiwanuka-tq5fn4 күн бұрын
Thank you very much madam. What is d meaning of IS? International standard or indian standard?
@CivilEngineeringMastery3 күн бұрын
You are welcome. Indian Standard.
@saisekhar54545 күн бұрын
Thank you
@virajwaghmare94025 күн бұрын
Great mam Thank you so much
@vvbeatz18467 күн бұрын
Mam, Can you please do the foundation design using stadd Foundation for this G+3 building..?
@CivilEngineeringMastery9 күн бұрын
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.
@user-uw2dt9xm6j10 күн бұрын
.008g ki jagah .08g likha hai formule mein , isliye 34.04mm column ki one arm ki length aayi hai.weight mein kn kya hai?
@CivilEngineeringMastery9 күн бұрын
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.
@simhadrichelluru519610 күн бұрын
Please make one video on multi storey frame analysis for vertical loads.
@user-ud4fb8oe3r11 күн бұрын
Bles u i don't have words. U don't have idea how u save me
@CivilEngineeringMastery10 күн бұрын
Thank you so much.
@user-uj3hn5ui5l11 күн бұрын
Post more on this topic dear 😊
@user-uj3hn5ui5l11 күн бұрын
Please put another video very deeply about structure load analysis.
@user-uj3hn5ui5l11 күн бұрын
Nice voice ❤
@10_arhaanahmedqureshi6412 күн бұрын
kindly mention which code to refer for gross and net soil pressure
@SyedHassanRaza-j8o13 күн бұрын
Mam can u give the reference of trapezoidal formula
@SyedHassanRaza-j8o13 күн бұрын
Mam can u give the reference of trapezoidal formula
@SyedHassanRaza-j8o13 күн бұрын
Mam can u give the reference of trapezoidal formula
@rajanv.m.813613 күн бұрын
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.
@CivilEngineeringMastery10 күн бұрын
yes it has to applied as per IS-1893-2016.
@venkatesharramshetti459514 күн бұрын
The final ratio we got is for weights right. ie 1kg of cement 2kg of fine aggegate....and so on
@civil_boy_-ym1wz17 күн бұрын
Thank you very much mam
@civil_boy_-ym1wz17 күн бұрын
Thank you very much Mam
@civil_boy_-ym1wz17 күн бұрын
Thank you very much Mam
@KofiPrince-pn9yc19 күн бұрын
Please can you help us by taking us to the field
@Tear_1219 күн бұрын
I think you should go by your self and see it video's don't help much
@civil_boy_-ym1wz19 күн бұрын
Thank you very much mam
@civil_boy_-ym1wz19 күн бұрын
Thank you very much mam
@_RRR39620 күн бұрын
I can't believe, this channel has only 26 likes..
@thilagama-psgct748420 күн бұрын
thank you
@rajanv.m.813620 күн бұрын
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.
@CivilEngineeringMastery20 күн бұрын
Yes. will upload more videos.
@rajanv.m.813620 күн бұрын
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.
@CivilEngineeringMastery20 күн бұрын
Noted. Thank you.
@civil_boy_-ym1wz21 күн бұрын
Thank you very much mam
@civil_boy_-ym1wz21 күн бұрын
Thank you very much mam
@civil_boy_-ym1wz21 күн бұрын
Thank you very much ma'am
@civil_boy_-ym1wz21 күн бұрын
Thank you very much mam
@civil_boy_-ym1wz25 күн бұрын
Thank you very much mam
@brianchu-a-kong141425 күн бұрын
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?
@CivilEngineeringMastery21 күн бұрын
Please refer to the below link kzfaq.info/get/bejne/hLxlnpSDz9i0mYE.html kzfaq.info/get/bejne/ecqAi7ObnrG7dp8.html kzfaq.info/get/bejne/p7eEdt2Ssp-6dmw.html
@brianchu-a-kong141421 күн бұрын
@@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?
@CivilEngineeringMastery20 күн бұрын
Please refer to the code IS-875 Part-2 for live loads depending on the building type. There is no standard safe live load for commercial use.
@brianchu-a-kong141426 күн бұрын
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.
@CivilEngineeringMastery25 күн бұрын
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.
@ramadevid427626 күн бұрын
Very clearly explained where you have picked the data from and justified. Thankyou madam.
@sakthisavi990926 күн бұрын
Mam please explain part 4mam
@Pgan80326 күн бұрын
Good Explanation. I agree to just maintain the end moments and details accordingly. Releasing end momentsnin complex structure might create instability and an unnecessary tasks
@muranoaydnlatma139527 күн бұрын
Dear Ms. Architect, you explained it very well, thank you very much for your valuable lesson video. Are there earthquake and wind loads in the calculations explained in this video? Thank you very much. Hakan