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a) connection of flange angles to web in compression flange in calculation of bearing strength why you take 12 mm web thickness should be taken the minimum thickness of angle I.e. 10 mm. ISA 150×150×10
economical depth of girder is the maximum possible depth of web so I think we should round up on lower side !
Sir BM unit is KNm not KN/m
why in step 1 Bending moment unit is KN/m ? (see around 5.10mins), It should be kNm
moment of inertia... mm4 ?? how mm2
sir, please tell me it's working stress or limit state method?
Working stress
loved it ! thank you so much sir :)
The voice is worst, not at all clarity, try to pronounce loudly and clearly
time waste video
There are sooo much mistakes time waste
Worst calculation
a) connection of flange angles to web in compression flange
in calculation of bearing strength why you take 12 mm web thickness should be taken the minimum thickness of angle I.e. 10 mm. ISA 150×150×10
economical depth of girder is the maximum possible depth of web so I think we should round up on lower side !
Sir BM unit is KNm not KN/m
why in step 1 Bending moment unit is KN/m ? (see around 5.10mins), It should be kNm
moment of inertia... mm4 ?? how mm2
sir, please tell me it's working stress or limit state method?
Working stress
loved it ! thank you so much sir :)
The voice is worst, not at all clarity, try to pronounce loudly and clearly
time waste video
There are sooo much mistakes time waste
Worst calculation