Design of Doubly Reinforced Beam | Limit state Method | Mumbai University | IOE , TU , PU

[@akanksha628]

thank you soo much sir it's seriously nice vdo for people studying one day before exam

[@civilconst]

I also used to prepared these videos a day before exam as revision for me.

[@madhusudhanjalihal4915]

Sir, your videos are helping very much.. But, Please pronounce width depth edges properly..

[@memestar5463]

Sir @2:25 Calculation of load :24×.25×.4=2.4 not 2.5kn/m

[@civilconst]

Thanks for correcting

[@JohnsWillson]

fsc kidher se aya table kidher hai

[@rahuldubey4151]

Good job brother what is basis of fcc as 0.446 ?

[@iamhdhawale]

I also wants to know how this value came

[@sidrocks82]

If this beam is continous then what should be the Asc and Ast at fixed and continous supports????

[@civilexplorer7038]

Mild Exposure condition Nominal Cover in IS 456 is given as 20mm & U took it as 35mm. Which IS code u are referring?

[@civilexplorer7038]

@SPS 20mm

[@omaramsaran2382]

Nicely explained

[@civilconst]

Thanks

[@Super-lj1rf]

Nice

[@civilconst]

Cheers

[@joyekka5695]

Please sir dheere dheere Explain kariye and Also Improve Audio Quality, it's very less

[@civilconst]

At least check the date of upload and quality of latest videos before commenting. Anyway thanks for your review.

[@ashokkumardas4781]

black pen is clear against white background not red brother.

[@civilconst]

Just for color differentiation

[@903gaurav2]

Design a beam using limit state of 300 × 600 mm (overall) to support ultimate bending moment 50 kNm, shear force 50 kN and torsion 50 kNm with M 25 grade of concrete and Fe 415 grade of steel

[@aniketsalve9685]

Fsc table kidhar hai

[@khagendratharu9305]

Sp16 -page no.-13(table-F)

[@avishekbhattacharjee6206]

Thanks for fsc

[@civilconst]

welcome

[@rathishrathish2592]

Where is stirrups details .

[@civilconst]

For beam stirrups are designed seperately on the basis of shear stress . You can find the procedure here, kzbin.info/www/bejne/bGKqfpqveZ12hbc

[@mdasjadhussain7691]

Very low volume

[@civilconst]

Sorry for inconvenience