₦airaland Forum

This is a 2009 model, can it go for 2.2m? i own an o7 model and intend reving up

CAN WE DO 2.5M?

ok, il try to come tomorrow after service

Pls help me with this VIN check
Thanks
2T1BU40E59C147658

Kindly check this VIN for me thanks
2T1BU40E59C147658

Where is the 09 located? I would love to inspect it. Send me the VIN. I need to know the actual state of the vehicle before leaving the US. Im interested in this. More so, this doesn't look like the exact mileage but send me the vin and where i can inspect this.

can 2.2 go?

I'm interested in this vehicle. i drive the 07 model. Can we do 2m?

We all have a history and a past. Way back in 2006, i used to design structures and foundations via rigorous structural analysis. Today, i carry out finite element analysis of shallow and deep foundations.

Western countries keep ranking their universities top notch. But the question i always ask myself is, who are the researchers who develop the russian Sukhoi 47 (Su-47), the Su-35s, the Su-40s, the Tu-95s(bear bomber-nuclear armed), the Tu-160s, Iskander missles, FOAB(father of all bombs) and more recently, the T14 most advanced tanks. Aren't these scientists and researchers, products of the russian educational system? statistics on global fire power shows that they are the second most powerful nation on the planet, so how come their universities are underrated? same as the chinese? something seems to be wrong somewhere..

Yinka odumakin, I recall, used to be the spokesperson of buhari campaign organisation between 2003 and 2007. Wondering what went wrong

Do you have corolla 09? or the 010 model for sale?

Preek has been causing men so much damage. They still wouldn't learn...

Western countries keep ranking their universities top notch. But the question i always ask myself is, who are the researchers who develop the russian Sukhoi 47 (Su-47), the Su-35s, the Su-40s, the Tu-95s(bear bomber-nuclear armed), the Tu-160s, Iskander missles, FOAB(father of all bombs) etc Aren't these scientists and researchers, products of the russian educational system? statistics on global fire power shows that they are the second most powerful nation on the planet, so how come their universities are underrated? same as the chinese? something seems to be wrong somewhere...

Kings never die - emin3m feat gwen stefani

Evening,
kindly help out with this VIN 1HGCP2F89AA112214
thanks a lot

Morning,
Kindly assist me with this VIN 2T1BU40E69C092122
i Sincerely appreciate your effort.
Regards

Marshall marthers is in his 40s. But he still looks the same years after releasing the Slim shady LP album while in his 20s

It woun't work on an ijaw girl. Trust me, iv tried it before...

FEAR!!!

You need to listen to the track 'GUTS over FEAR' by eminem, you should come out of it...

You didn't state your own design depth and the no of storeys of the building or type of building. This would have helped more in forming a discussion.

Why didn't you reduce to 750mm as the client wanted? Is it because the building cannot be designed with such depth? Or because you need the building to be above the flood level as you say?

What parameters did you use to design the foundation to take care of the flood? Can you take us through the process?

I cannot precisely hold brief for the original poster, however, raft foundations (beam-raft in the poster's instance, i presume) are generally used where poor cohesive/organic soils are encountered, loads from superstructure are not too heavy and settlement (consolidation and creep) are to be controlled. The 750mm firstly, i guess, should be the depth of the raft's ground beam. Secondly, the increase in depth away from 750mm, definitely, is not as a result of the in-ability of a 750mm deep beam to resist bending and shear stresses as a result of loads from the raft but should be as a result of the ground water conditions, which the engineer (op) anticipates would rise above its present condition.

This should be done before laying of reinforcement. Reason being that when casting is done, the wet concrete usually slip through those holes thereby weakening the lower part of the slab which is subjected to tensile stress. But due to the leakage of the concrete at that bottom, what plasterers usually do is to fill it with mortar before plastering suffix of slab. But don't forget that the reinforcement were exposed before. So structurally, the bottom reinforcement is nonexistent. So when there are tensile forces, the slab cannot withstand them and what do you get? CRACKS!!! Then your fine POP starts cracking, blocks starts detaching at first floor and even crack etc.

The bottom fibres of a reinforced concrete crossection, in this instance, a slab (solid slab i presume in your write-up), are NOT ALWAYS subjected to tensile stresses. Where cantilevers (or continious one-way panels) exists in the structure, you have hogging moments resulting to tensile bending stresses at the top as well.

Concerning foundation types, aside soil index and shear strength characteristics which are key to the design and selection of a foundation either for a static/rotating industrial equipment or building foundation, another consideration which you didn't mention is underlying soil settlement, both total and differential. Information extracted from geotechnical probe report which would include oedometer tests are key to the calculation and prediction of the consolidation settlement of an underlying cohesive strata and confirm if they are within permissible limits.

You have written well all the same.

Its the same with NNPC.

Afternoon Inze, kindly help me with this VIN
2T1LE40E49C002726

Regards

4 - 5 years later, these men still go out to cheat with young girls...

Interesting. This explains why KBR pulled out from naija some years ago. I recall they were involved in the trains 4 & 5 engineering design of the nlng plant. Didn't realize the bid process was flawed and money exchanged hands.

I keep wondering why young people channel their energies to these frivolities. Unfortunately women/ladies are at the receiving end.

Kindly assist with this VIN number 4TLBE46K59U803477.
Thanks a lot

Bro frank Anunibe..

The 2010 gray corolla as advertised..