Calculate Cutting Length of Steel For Beam | Detailed Calculation of Beam | Find Weight of Steel

  Рет қаралды 15,225

Civil Engineers Training Institute

Civil Engineers Training Institute

Күн бұрын

Пікірлер: 61
@sherkhanmashaallah3137
@sherkhanmashaallah3137 Ай бұрын
Nice sir ji ❤❤❤❤❤
@kuldeep_bisht
@kuldeep_bisht 6 ай бұрын
Bahut hi shandaar 👌👌👌👌
@aniketraut8167
@aniketraut8167 2 ай бұрын
Truly awesome explanation sir hats off to you sir..my all query has been solve
@JBAssociates93
@JBAssociates93 3 ай бұрын
Kamal ka lecture tha maza ageya qasam se love from pakistan
@mybestie1456
@mybestie1456 3 ай бұрын
😊😊 bhaut achha sir
@PurushottamDeshmukh-z7n
@PurushottamDeshmukh-z7n 8 ай бұрын
Nice information sir🙏🙏
@Civil_Guruji
@Civil_Guruji 8 ай бұрын
Dhanyavaad! Humein khushi hai ki aapko yeh jaankari pasand aayi.
@nurinaj5888
@nurinaj5888 6 ай бұрын
Aap best teacher India me to ni hai Pranaam
@simushiny950
@simushiny950 9 ай бұрын
Sir 3 cap plie Or 2 cap pile kaa reinforcement calculation kaa vdo upload kar dijiyega...
@Civil_Guruji
@Civil_Guruji 9 ай бұрын
Sure aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
@erbheemsen8979
@erbheemsen8979 Ай бұрын
good morning
@rasuladina1690
@rasuladina1690 9 ай бұрын
good morning sir Rasool from pakistan
@sukyurai
@sukyurai 9 ай бұрын
Thank you sir
@Civil_Guruji
@Civil_Guruji 9 ай бұрын
Most Welcome
@shafiullahharifal9527
@shafiullahharifal9527 22 күн бұрын
Instead of adding development length you did bend deduction sir.
@veerkumarchoudhary5704
@veerkumarchoudhary5704 3 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-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
Clear
@sunitabiswas1402
@sunitabiswas1402 8 ай бұрын
Please share the link of BBS calculations with lapping
@ankitarya820
@ankitarya820 9 ай бұрын
Kya isme beam ka pura bbs cover ho raha h
@Civil_Guruji
@Civil_Guruji 9 ай бұрын
Yes
@ankitarya820
@ankitarya820 9 ай бұрын
@@Civil_Guruji thanks for your reply
@Civil_Guruji
@Civil_Guruji 9 ай бұрын
Most Welcome
@khondokerazizulhaque357
@khondokerazizulhaque357 9 ай бұрын
Awesome
@Civil_Guruji
@Civil_Guruji 9 ай бұрын
Thank you for acknowledging our efforts, Civil Guruji will continue providing content for Civil Engineers. Stay curious, stay supportive, and keep learning.
@khondokerazizulhaque357
@khondokerazizulhaque357 9 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,
@becareful7042
@becareful7042 4 ай бұрын
Need Manual and excel calculation for slab ?
@Civil_Guruji
@Civil_Guruji 4 ай бұрын
Sure @becareful7042 Aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
@veerkumarchoudhary5704
@veerkumarchoudhary5704 3 ай бұрын
Continuous beam : L/3 = 4250\3=1417 and 3880/3=1293.
@Vlogsexplore-withsanu2024
@Vlogsexplore-withsanu2024 5 ай бұрын
Stirrup nilalne me spacing kya hai sir btaye
@riteshchourey8777
@riteshchourey8777 9 ай бұрын
Sir top extra beam me bich m bend hota hai ky ..,?
@abdulansary161
@abdulansary161 6 ай бұрын
Yes sir
@Vijayvijaynayka-j2n
@Vijayvijaynayka-j2n 2 ай бұрын
❤❤
@nitinkumarsahgal9899
@nitinkumarsahgal9899 9 ай бұрын
Sir ji JE Civil Engineering ke liye Kon c BOOK leni chahiye
@harshpal5934
@harshpal5934 4 ай бұрын
Koi fayeda nhi gunda hi kr skte hai
@abdulansary161
@abdulansary161 6 ай бұрын
Bean upor comprotion zone Beam niche tention zone
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
😊😊
@SurajKumar-jb2ok
@SurajKumar-jb2ok 4 ай бұрын
@abdulansary161
@abdulansary161 6 ай бұрын
Tention
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
4000-250
@ManuChandra-nr8lk
@ManuChandra-nr8lk 4 ай бұрын
Sir forget bottom extra bar ka calculation
@arif8563
@arif8563 9 ай бұрын
600 ld posible nhi as per site Or without bend deduction kafi difference hoga strips cutting length me
@abdulansary161
@abdulansary161 6 ай бұрын
Niche bend hoga
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
Centre
@abdulansary161
@abdulansary161 6 ай бұрын
1st
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
Tension zone me
@shadabsiddiqui522
@shadabsiddiqui522 3 ай бұрын
40mm
@er.panmadorje3339
@er.panmadorje3339 5 ай бұрын
Col me 25 ton ka weight aa jaye toh
@pranabajitmajhi6734
@pranabajitmajhi6734 3 ай бұрын
Hogaya
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
600
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
2D
@er.panmadorje3339
@er.panmadorje3339 5 ай бұрын
Tention me
@anoopjsingh_Chambal
@anoopjsingh_Chambal 11 күн бұрын
👃 bhaiya aapko sardi ho gai hai kya
@sourabbiswas5614
@sourabbiswas5614 26 күн бұрын
Ld
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
No
@JahirMansuri-u4t
@JahirMansuri-u4t 20 күн бұрын
Good morning
@abdulansary161
@abdulansary161 6 ай бұрын
Yes sir
@abdulansary161
@abdulansary161 6 ай бұрын
Tention
@RahulKumar-qm8wc
@RahulKumar-qm8wc 4 ай бұрын
600
@JahirMansuri-u4t
@JahirMansuri-u4t 20 күн бұрын
Yes sir
@ashutoshsarkar9935
@ashutoshsarkar9935 Күн бұрын
Yes sir
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