PART 1:SELECTION OF A BEAM SECTION IN GRADE S275 STEEL [BS 5950]

[@mistonkasankha634]

Thank you so much for the well explained problem. It is very much helpful.

[@georgekamiti6538]

You are very much welcome Sir and thanks for your support.

[@QuinterObella]

Be blessed

[@georgekamiti6538]

Thank you very much.

[@kevinodhiambo4660]

Good work we need a design for water tank tower using the tube section

[@georgekamiti6538]

Thanks so much. I will

[@salmanakhtar2888]

Really appreciate your effort. keep up bringing new videos. also, you got a new subscriber.

[@georgekamiti6538]

Thank you very much for your support. And thank you for subscribing.

[@nejendary]

when you realise you just done a whole module at uni for this...

[@georgekamiti6538]

Yes Sir

[@m.ais_h]

Thank you so much mwalimu.

[@georgekamiti6538]

You are much welcome.

[@Bravoranger1]

WOW...GOD BLESS YOU SIR PLEASE WORK ON A 2 WAY SLAB.

[@georgekamiti6538]

Thank You very much. I will do it as well.

[@Bravoranger1]

@georgekamiti6538 Thank you sir

[@autographics2023]

I wish u could be my lac in our institution. anyway your perfect mwalimu

[@georgekamiti6538]

❤️❤️. Am very grateful. Thank you.

[@prodRapanda]

Do reinforced concrete

[@georgekamiti6538]

Alright Sir

[@TonnyB]

Macnills I can see you around 😅...

[@georgekamiti6538]

Macnills?

[@TruthTellerDaily]

Good day sir, please how can i get the pdf you are using to check the properties of steel sir?

[@georgekamiti6538]

Write me an email Sir. Via [e-mail]

[@fiqahmahali3088]

Hello George Kamiti, I would like to ask sir, if the self weight is given, how do we calculate the Moment Self-weight ?

[@fiqahmahali3088]

Referring to Figure 1, the shown steel beam is considered to be laterally restrained at the ends and at the points of load application only. Select and design a suitable UB steel section in S275 grade for the beam shown based on the following data: (a) Dead loads: • Self-weight: 3 kN/m • W1 (Point load): 40 kN • W2 (Point load): 20 kN (b) Imposed loads: • W1 (Point load): 60 kN • W2 (Point load): 30 kN

[@georgekamiti6538]

You will first calculate the design load using 1.4gk + 1.6qk Then if it's a simply supported beam, calculate the design moment using wl²/8 where w is the design load.

[@georgekamiti6538]

Wl²/8 is for the udl dead loads then add Wl/4 for point loads.