Відео

Purlin Post Beam King post J bolts Modulus of elasticity Inertia Bending C 16 Timber Compression perpendicular to grain Shear parallel to grain 5800 N/mm superscript 2 Service class I K 2 subject to service class 1 Load sharing ka not applicable Design moment 3.75 KN/m Section modulus

perfect lesson thankx sir from Nepal😊

wow nice explanation

Kindly requesting for one for masonry

B moment for udl is wl²/8 not wl/8

How did Z come about in Applied bending stress

It has been very helpful. Im a trainer in structures. I had to refer my students to this

BMD and SFD. Kazi safii

Thank you sir

Sir thank you for the good tutorial, you have made my work easier, also work on Influence line diagram

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

Well explained

bending deflection L is in power 4 not 3

Nice teaching mwalimu, I have observed that you made an error on calculating the lever arm because when I insert the values am getting a different answer from yours, kindly check plz

Following, Rev Lugonzo Simon Mugaisi, diploma in BUILDING TECHNOLOGY MODULE 3, Friend College Kaimosi

Do we just assume any value to obtain our k7 factor

and pls sir i need your notes for timber design how can i get your email

pls which textbook did you use for timber design

B.M = WL²/8 or WL/8 And W What about B.M = WL/2 From my understanding of what I have read on the notes. When it's UDL we use B.M = WL²/8. Please help me understand why on the question we did not square the L on BM

You surely know what you are doing thanks

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

The beam was carrying a UDL. So we should have used the maximum moment for a UDL which is wl^2/8

Love your lectures sir the really come in handy

Thank you very much for this. Please do a plinth design and slab design with soil bearing pressure

What’s the name of the textbook please?

Hello which table did you check the unit weight

thank u sir,please do the continous beam design

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5268

Pls how can you design a steel mast manually with wind load 55m/s.

Which table do we always use . Is a universal table or

Mwalimu assist me on designing the timber post please

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

Hello Mwalimu kindly assist with questions 2 and 1 of civil oct/Nov 2019

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

You the best man Can we get one for steel

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

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

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

Hello mwalimu. I'm requesting for a copy of the notes more so structure 3

can you shar you pdf?

Aldo can you prepare steel design

Hi

N what about steel design can you make videos on those

Hi

Hi mwalimu

steel design BS 5950-1-2000 ?

Good work sir

One example of knec past paper?

Link to download bs 5268