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Shakil Mimo
เข้าร่วมเมื่อ 12 เม.ย. 2014
วีดีโอ
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chimbuk hill, Bandarban, Bangladesh
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tour 2018. exploring the hill by chander gaari. this hill is 2500ft high above the sea level....
Excel calculation of shear strength parameters for granular soil by direct shear test
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Thanks brother it was really great. Love from Bangladesh
how do you get the mass and water content
Sir how to find normal thrust and radial shear for above arch in SAP2000????
Sir how to find normal thrust and radial shear for above arch in SAP2000????
its really help, thank you so much xD
Thank you
very poor explanation, you need to improve lot
How to assign a Point load on an Arch ?
Please share excel file link
send me the worksheet at safayet.antu@gmail.com
Thank you
THANKS. VERY HELPFUL
can I have the excel sheet? my email is amir14776@gmail.com
hello. may I have your excel file with results? amir14776@gmail.com
why u multiply area of steel 0.016 with 12 in order to covert it to in2/ft
(Total area of steel/particular area of steel)*12= spacing
@@shakilmimo5473 Dear at 23:20 u are multiplying Max Area of steel 0.013 with 12 which becomes 0.156 in2/ft .Is it necessary to multiply the steel area with 12 or we can take max value of steel as area of steel which is 0.013 ..i m confused about it ..My slab Max area of steel is coming 0.06 which by multiplying it become 0.7 in2/ft
@@ShoaibKhan-ep1iv say u steel area is 0.06in2/ft n ur using no.3 steel bar. Now u have to valculate center to center distance between bars. Area of no3 is 0.11in2. Space = 0.11in2/0.06in2/ft = xxx ft= x *12 in= x in center to center distance
@@shakilmimo5473 Thanks dear..But i am still confused that i should covert the Max dia of steel in sap2000 into in2/ft or not
@@ShoaibKhan-ep1iv you can follow design of concrete structure by nilson 7th edition book. You will clearly understand
A question, why to me the table show me just 8 stations and you 11. Can you help me please. Thanks in advance.
use latest sap2000
Thanks
Can you make a video of a fully 3D structure and use the same application of displacement & P-delta??
Ok. I will try my best
If anyone wants Excel sheet, Email at : abdulwahabtanvir@gmail.com
Awesome Sir, Thanks a lot
idiot vid
Please share this sheet
very poor explanation
Is this absolute or relative displacement???
Absolute displacement
for the slab increasing factor==== max design shear stress = 0.281 kip/in^2. you done = 0.281/0.181= 1.5555. what is 0.181 ? plz explain.
punching ratio=max design shear stress/concrete shear stress capacity replace it by 0.1897. Not 0.181
nice work . Please also give the tutorial (Arthur. Nilson EXample 13.2 )
Borhanul hasan Tapu currently I am working on displacement of 3D structure. So will try to solve the problem very soon
nice tutorial. please give a tutorial how to design slab in "ETABS" . Why moments vary SAP2000 Vs ETABS ?
Borhanul hasan Tapu ETABS is used specially for building. And part of building(such as floor slab) sometimes is taken into CSI SAFE for better result. I am currently working on sap2000 and safe. But I will upload a video on full building design very soon. SAP2000 is used for general type structure. But etabs is special for building. But for learning of any kind of structure, start from sap2000. And that's why moment varies a little
Thanks for the reply. SAFE & SAP2000 moments also vary.