SOLVED TIMBER BEAM DESIGN EXAMPLE

[@emekwi]

You surely know what you are doing thanks

[@mwalimudavid]

Thanks for your compliment

[@ramkissoonmanoj6662]

Hello very good explanations. Grateful if you could design a circular hollow vertical tube prop supporting the beam you designed thanks

[@mwalimudavid]

Thank you for your positive compliments. I'll look forward to working on them

[@crown3dp3sant14]

Good lesson. Is it possible to write the calculations clearly? Consider typing the calculations.

[@niringiyewilson9448]

Kindly requesting for one for masonry

[@panashemudede4722]

You the best man Can we get one for steel

[@mwalimudavid]

I'm humbled. Thank you for your compliment. I'm working on steel design

[@SirKombabomba]

Perfect lesson-Thanx

[@mwalimudavid]

You are welcome!Thanks for the compliment. You can share the channel with your colleagues

[@AllanWafula-h1s]

hello how you have substituted that Ixx for me ive not get it

[@preciousmnguni]

Isn't a UDL have to be kN/m because it is distributed through the span of the beam?

[@mwalimudavid]

If you have a 2.5KN/m UDL over a 3m span,you can as well as write it as a UDL of 7.5KN covering 3m span. It means it's a total of 7.5KN uniformly distributed over 3m.

[@crown3dp3sant14]

@@mwalimudavid Thanks for the clarification, I was also confused for a moment. So that is the reason for substituting the formulae and not using the square because essentially it's like you have converted the udl to a point load? Is that correct?

[@stevenstalisngoma153]

Thank you this is helpful

[@mwalimudavid]

I'm glad it was helpful!. Share it widely

[@triggers37]

Can I get the notes pdf kindly

[@kezzyswiga4123]

Which book can I use for revision of the civil module 3 please

[@mwalimudavid]

For steel and timber use Chanakya

[@andrewkatongo8028]

Do we just assume any value to obtain our k7 factor

[@mwalimudavid]

K7 is a function of h. Remember h should be obtained from standard timber sections table.Then K7 has 3 different formulas based on the value of h you assume from the table.

[@victorkunga7077]

How can I forward to you some knec questions you handle for me plz

[@thigamwangi9620]

bending deflection L is in power 4 not 3

[@Limokv]

Aldo can you prepare steel design

[@mwalimudavid]

Working on it.No worries

[@victorkunga7077]

For module 3

[@zablonmasigwa9691]

Example 2

[@ignatiusharambe8767]

steel design BS 5950-1-2000 ?

[@mwalimudavid]

I'm working on it. Keep tuned and share the channel

[@joyadams8604]

When converting Kn to N you raised it to power 4 instead of 3 1000N =1Kn

[@mwalimudavid]

It's 5W.Since W=10KN,this translates to 10*10^3, which is simply 10^4. I hope it's understandable

[@glorianthanda2627]

From kilonewtons to newtons you multiply by 10^3 why are multiplying by 10^4

[@mwalimudavid]

If your reference is on the calculation of deflection,that's l^4. If somewhere else,feel free to screenshot it and share it here for clarification

[@georgen9755]

5268

[@DeemsBWA]

can you shar you pdf?

[@mwalimudavid]

I don't have a pdf for all the questions. I just do one question a time

[@georgen9755]

flock flock flock flock flock flock flock of geese goose geese goose geese greese goose grease goose grease geese geese goose goose where shall i wonder upstairs or downstairs first floor plan plan layout top view