Truly awesome explanation sir hats off to you sir..my all query has been solve
@JBAssociates933 ай бұрын
Kamal ka lecture tha maza ageya qasam se love from pakistan
@mybestie14563 ай бұрын
😊😊 bhaut achha sir
@PurushottamDeshmukh-z7n8 ай бұрын
Nice information sir🙏🙏
@Civil_Guruji8 ай бұрын
Dhanyavaad! Humein khushi hai ki aapko yeh jaankari pasand aayi.
@nurinaj58886 ай бұрын
Aap best teacher India me to ni hai Pranaam
@simushiny9509 ай бұрын
Sir 3 cap plie Or 2 cap pile kaa reinforcement calculation kaa vdo upload kar dijiyega...
@Civil_Guruji9 ай бұрын
Sure aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
@erbheemsen8979Ай бұрын
good morning
@rasuladina16909 ай бұрын
good morning sir Rasool from pakistan
@sukyurai9 ай бұрын
Thank you sir
@Civil_Guruji9 ай бұрын
Most Welcome
@shafiullahharifal952722 күн бұрын
Instead of adding development length you did bend deduction sir.
@veerkumarchoudhary57043 ай бұрын
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.
@RahulKumar-qm8wc4 ай бұрын
Clear
@sunitabiswas14028 ай бұрын
Please share the link of BBS calculations with lapping
@ankitarya8209 ай бұрын
Kya isme beam ka pura bbs cover ho raha h
@Civil_Guruji9 ай бұрын
Yes
@ankitarya8209 ай бұрын
@@Civil_Guruji thanks for your reply
@Civil_Guruji9 ай бұрын
Most Welcome
@khondokerazizulhaque3579 ай бұрын
Awesome
@Civil_Guruji9 ай бұрын
Thank you for acknowledging our efforts, Civil Guruji will continue providing content for Civil Engineers. Stay curious, stay supportive, and keep learning.
@khondokerazizulhaque3579 ай бұрын
@@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,
@becareful70424 ай бұрын
Need Manual and excel calculation for slab ?
@Civil_Guruji4 ай бұрын
Sure @becareful7042 Aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
@veerkumarchoudhary57043 ай бұрын
Continuous beam : L/3 = 4250\3=1417 and 3880/3=1293.
@Vlogsexplore-withsanu20245 ай бұрын
Stirrup nilalne me spacing kya hai sir btaye
@riteshchourey87779 ай бұрын
Sir top extra beam me bich m bend hota hai ky ..,?
@abdulansary1616 ай бұрын
Yes sir
@Vijayvijaynayka-j2n2 ай бұрын
❤❤
@nitinkumarsahgal98999 ай бұрын
Sir ji JE Civil Engineering ke liye Kon c BOOK leni chahiye
@harshpal59344 ай бұрын
Koi fayeda nhi gunda hi kr skte hai
@abdulansary1616 ай бұрын
Bean upor comprotion zone Beam niche tention zone
@RahulKumar-qm8wc4 ай бұрын
😊😊
@SurajKumar-jb2ok4 ай бұрын
❤
@abdulansary1616 ай бұрын
Tention
@RahulKumar-qm8wc4 ай бұрын
4000-250
@ManuChandra-nr8lk4 ай бұрын
Sir forget bottom extra bar ka calculation
@arif85639 ай бұрын
600 ld posible nhi as per site Or without bend deduction kafi difference hoga strips cutting length me