From which textbook u explained, I mean terminologies are from which textbook?
@saadAhmad-db5sc2 ай бұрын
what about the the segments whuch are not completely under teh strip but some of the portion is being covered ?
@bhabindrakarki-jn6gb2 ай бұрын
you did not tell about the value of zp provided
@mrdipesh45812 ай бұрын
Ye Truck ka horn q dal diya hai😅
@SouvikCivil2 ай бұрын
Thanks for explanation, very useful.
@VinodGamer77812 ай бұрын
upar upaar bataya. detail me kuch nhi bataya 😢
@r_rules_N3 ай бұрын
184 kaha se Aiya Sir
@madihasaeed42833 ай бұрын
Very well explained
@pravinchoudhary90373 ай бұрын
Tooo good ❤❤❤
@bikashbhattacharjee70813 ай бұрын
Sir please make videos on step by step mix designs according to FAA and ICAO
@HollywoodMovies123443 ай бұрын
step jump kar kar ke sikha rahe ho
@HollywoodMovies123443 ай бұрын
step 5 me Zprovided 348 kaha se aaya aur Z required 234 kaha se aaya
@HollywoodMovies123443 ай бұрын
sir bht mistake hain calculation part me
@sudwijawarade27093 ай бұрын
Plzz give IS code page nos also
@onlinepg40665 ай бұрын
How you get 97.40 % please exapalin
@se_22_vishal565 ай бұрын
❤❤❤
@viveka2665 ай бұрын
How tension and compression is developed.....
@RahulGupta-ur5xz6 ай бұрын
How to determine the diameter if load is given...
@mjunaidlive63876 ай бұрын
Nice explanation
@DSME-MallikarjunKattimani6 ай бұрын
Sir can u explain in shear strength formula what is the other area in th formula which u have considered as zero directly .
@mahendrasinhjayantibhaibar48496 ай бұрын
Fub is 5×100×0.6= 300 Sir
@martinmtotera2827 ай бұрын
good and perfect!
@VickyKumar-lu4pe7 ай бұрын
Better than my professor thanks...
@azizkhanwazir66727 ай бұрын
Good explanation my concept is very clear about this topic ❤❤
@civilshiksha7 ай бұрын
Keep watching
@nicolasmarie43987 ай бұрын
I believe we can calculate the load from the slabs S1 and S2 to the beam AB by getting the area of the two trapezoidal portions which is 2 Nos x 1/2 x (5+2) x 1.5 = 10.5 m2. We then multiplied the total area of 10.5 m2 x 8.75 kN/m2 and you get a total load of 91.875 kN to be carried by the beam AB. However using the UDL method (?) as you did we get a sum of 23.12 kN/m which when multipled by the length of the beam, we get a higher value of 115 kN. Further to this, we must add the Wall Loads to the beam, the self-weight of the Beam and then add the factor to be able to truely use this information in day to day job. Please go through that difference between the UDL and the area method. I have done this with another example, again the area method (which is nearer to Etabs calculation and result) has a lower value when doing the UDL.
@martinmtotera2827 ай бұрын
the value of 91.875KN will still be a trapezoidal load on beam AB. The formula of converting trapezoidal load to equivalent UDL is given in Reynolds'' Reinforced Concrete handbook and that's what Pritesh Bhana has described. I understand that apart from loads from slab you are supposed to add beam self weight and wall loads if any, but the emphasis from the author is on converting trapezoidal load to equivalent udl
@razzpiyushmehta39057 ай бұрын
Sorry I have only one liked buttom 🥹❤❤❤ thankyou thankyou so much keep itt
@khalidusman37058 ай бұрын
Thank you so much sir
@user-zb9ec8bc5m8 ай бұрын
P ki value
@svsms91578 ай бұрын
Very bad
@diyadeb9 ай бұрын
Sir how to remember all the value
@khontsuen10 ай бұрын
Tiada sarikata susa faham.🥴
@tur223010 ай бұрын
Sir in step two for Design load you have denoted by (Pu) and in the last step you have denoted (Pu) as applied load . which is correct?
@facttechkumargaurav11 ай бұрын
One of best video in DSS and this subtopic...
@kirtithakare512011 ай бұрын
Excellent
@jagannathghosh8950 Жыл бұрын
Why √3
@janardhanjagtap9082 Жыл бұрын
Extremely well explained
@Civaboy Жыл бұрын
❤❤❤
@user-is7rt4ql3b Жыл бұрын
thank you sir, the content is very informative.....
@leonardoz.wongbae9165 Жыл бұрын
Thanks for the lecture. Are we adding all the numbers that fall within the rectangular shape?
@civilshiksha Жыл бұрын
Yes, correct
@Quick.907 Жыл бұрын
❤❤
@sg7.......352 Жыл бұрын
The number of bolts provided How to provide them gusette flange and angle 24 bolts OR Gusette flange and angle 12 bolts Angle and base plate 12 bolts How to provide base plate bolts
@sg7.......352 Жыл бұрын
2.5 kb d t fu nominal bearing capacity Sir, thickness t When gusette plate is 16mm When Angle is 75×75×10 So, t=16mm or 10mm
@civilshiksha Жыл бұрын
10 mm
@sg7.......352 Жыл бұрын
Sir, thickness t When gusette plate is 16mm When Angle is 75×75×10 So, t=16mm or 10mm
@CrazyBoy-ns3wi Жыл бұрын
great concept sir thankyou for explanation
@hedayetullah4818 Жыл бұрын
Excellent video. I was struggling to find which plate thickness to choose. Thank you.
@adityasharma11057 Жыл бұрын
may i write after correction of elevation step "final runway length "
@civilshiksha Жыл бұрын
No
@Truth-q8h Жыл бұрын
If d is not given how to find d Area of contact is given