Part 1: Beam Design to EC2 (Introduction & Trial Section)

First part of beam design as per the Eurocode 2.

[@musicatation2254]

Thank you so much sir, you just saved me from failing a lesson in Erasmus.

[@musicatation2254]

Sir do you also have videos for the column design and load combinations ?

[@kennyomega8937]

Thank you sir

[@osamaq7366]

i need worksheet plz ?

[@hamishallan4573]

Very useful for as an intial sizing guide. If i were to do this for a continuous bean with say 6 load combos of Gk and Qk, would step 2) include calculating the moment envelope and then using moment redistribution to redistribute the worst hogging moments and then from the redistributed envelope i would obtain my design moment ? If so How would i determine what percent of moment redistribution is needed?

[@engr810]

How to chose lightweight economical section to save cost. How-to design crank beams

[@davidcivil1651]

If d'/d is greater than 0.171 then what does it mean? And what should do next then? Thanks

[@anupanayak1664]

Hi! thanks for the informative video! I was wondering how is K' = 0.167. Is the reference for this Table 15.4 of the Concise EC2?? If so, is 15 percent re-distribution ratio?

[@zakiaitlahssaine4535]

Hi. To assure a ductile failure we take a maximum value of x/d which is 0.45 --> it corresponds to K'=0.167.

[@AA-gi2ti]

Thanks brother very helpful work. may I get the ppt please?

[@orfeaspapaioannou2755]

if you say d' = cnom that means that the cnom is not uniform in the beam.

[@Cidaeves]

Hi Abdullah, Im getting 55.5 mm as axis distance, Pleas see at 15:40

[@abdullahalmahruqi1976]

You're correct dear. Anyway, it will not differ that much, 5.5 mm is way to small to be significant.

[@kennyomega8937]

Please upload more videos

[@hadishandai1182]

thanks brother very helpful

[@venturer7926]

Isn’t d’ the same as C,eff? (50mm)