Continuous beam : 1. Top main bar and Bottom main bar : 50d+(4250-175)+(3880-200)+50d-(2x(90°)). =50x16+4075+3680+50x16-(2x2x16)= 800+4075+3680+800-64=9291mm.
Thank you for acknowledging our efforts, Civil Guruji will continue providing content for Civil Engineers. Stay curious, stay supportive, and keep learning.
@@Civil_Guruji sir ap ne bola continue,kahin fir ruk nehi jaana,jis din civil industry se saare thekedar haat jayenge sirf tab rukna,kiyunki thekedar aam khayenge aur engineers gutli ginenge India ki iss tradition change hona chahiye,
Kamal ka lecture tha maza ageya qasam se love from pakistan
Clear
Nice information sir🙏🙏
Dhanyavaad! Humein khushi hai ki aapko yeh jaankari pasand aayi.
Continuous beam :
1. Top main bar and Bottom main bar : 50d+(4250-175)+(3880-200)+50d-(2x(90°)).
=50x16+4075+3680+50x16-(2x2x16)= 800+4075+3680+800-64=9291mm.
Continuous beam : L/3
= 4250\3=1417 and 3880/3=1293.
Aap best teacher India me to ni hai
Pranaam
😊😊 bhaut achha sir
good morning sir
Rasool from pakistan
Bahut hi shandaar 👌👌👌👌
Sir 3 cap plie Or 2 cap pile kaa reinforcement calculation kaa vdo upload kar dijiyega...
Sure aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
Please share the link of BBS calculations with lapping
Yes sir
Thank you sir
Most Welcome
Stirrup nilalne me spacing kya hai sir btaye
Sir forget bottom extra bar ka calculation
Need Manual and excel calculation for slab ?
Sure @becareful7042
Aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
Sir top extra beam me bich m bend hota hai ky ..,?
Awesome
Thank you for acknowledging our efforts, Civil Guruji will continue providing content for Civil Engineers. Stay curious, stay supportive, and keep learning.
@@Civil_Guruji sir ap ne bola continue,kahin fir ruk nehi jaana,jis din civil industry se saare thekedar haat jayenge sirf tab rukna,kiyunki thekedar aam khayenge aur engineers gutli ginenge
India ki iss tradition change hona chahiye,
Sir ji JE Civil Engineering ke liye Kon c BOOK leni chahiye
Koi fayeda nhi gunda hi kr skte hai
600 ld posible nhi as per site
Or without bend deduction kafi difference hoga strips cutting length me
Tention
Sahi
❤
Bean upor comprotion zone
Beam niche tention zone
Kya isme beam ka pura bbs cover ho raha h
Yes
@@Civil_Guruji thanks for your reply
Most Welcome
😊😊
Centre
Tension zone me
Ha
4000-250
40mm
1st
Hogaya
Niche bend hoga
2D
600
Tention me
Col me 25 ton ka weight aa jaye toh
No
Yes sir
Tention
600