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Sir aap ne apne ak piont me kha ki tension zone me lapping ni honi chahiye Agar span 12m se jayda large hai toh lapping toh aayega hi tension ho ya compression zone
Excel मैं MS sheet, AB sheet, letter head video बनाओ... फार्मूला क्या होता है, shortcut keys क्या होते हे... कुछ imp बताइए. मेरे साइट पर डिपार्टमेंट wise काम है... BBS Excel मैं कैसे बनाते हैं आपके पास RCC slab plan हे तो.
All are good in this video...but fast speaking is matter that should be avoided for better experience..and slow writing is also considered as good study...
I love Structural Engineers!!As per IS 456 2000 if lap required for above 36 mm dia bar in certain conditions .It is not completely prohibited but with certain items have to applied for lap of bar above 36 mm dia...
@@zamarraghib525 As per IS code 456 -2000,para 26.2.5.1 splices upto 36 mm allowed with care like using spiral steel around it and checking welding strength carefully.I did not find any ammendment.Please forward IS code reference if any person having.Thanks!!Very good approach!?
Q.38) We generally consider length of hook = 10 D (for bars having diameter greater than or equals to 8mm) Where d → Diameter of stirrup Is code recommends, Minimum hook length = 75mm For 90 degree bend length increase by 2 d 135 --> 3d 45 -→ 1d
As per IS code 456 -2000,para 26.2.5.1 splices upto 36 mm allowed with care like using spiral steel around it and checking welding strength carefully.I did not find any ammendment.Please forward IS code reference if any person having.Thanks!!Very good approach!?
As per IS code 456 -2000,para 26.2.5.1 splices upto 36 mm allowed with care like using spiral steel around it and checking welding strength carefully.I did not find any ammendment.Please forward IS code reference if any person having.Thanks!!Very good approach!?
Pls. Speak slowly or maintain the slide timing to be slow. It makes hard to understand or take the screen shot. By the way information was cool nd knowledge enhancing. But please maintain slow speed. A little bit.
As a good knowledge in civil Engineering plz refer code book And plz sir, data given by u may be correct and don't fulfill all criteria Ex initially u told cover of reinforcements Simply u told 75mm Is this correct without any condition
As per IS code 456 -2000,para 26.2.5.1 splices upto 36 mm allowed with care like using spiral steel around it and checking welding strength carefully.I did not find any ammendment.Please forward IS code reference if any person having.Thanks!!Very good approach!?
As per IS code 456 -2000,para 26.2.5.1 splices upto 36 mm allowed with care like using spiral steel around it and checking welding strength carefully.I did not find any ammendment.Please forward IS code reference if any person having.Thanks!!Very good approach!?
Sir me ik mistri hu to me pracktical kar chuka hu aap ko follow kar k sir mujhe 4,5 manjill ghar ki phutings me jankari chai ye ar 14/9 ka culam pe 16mm bar 6pic se dal ne se kuch problem nei hoga kia
Point no -33. Actually weilding is not allowed in compression also (you mentioned in tension only) ,due to weilding reinforcement property will be change hence without appropriate approval or discussion without structural designer wont do this.
