Bile kelas Pak kansel..

Kua mahkamah syariah.Hahahaha

Seluar tu size 28.Sebab boot cut bawah macam orang patah kaki.

p/s: Tangan panjang sekeping macam alien.Hahaha

B, sorry! Posture tak mengikut syarat ;p

Ubat pelali

Kalu hujan lebat

Air dah penuh lopak

Keruh macam teh tiga layer yang rasa kuah cendol

Baik jangan lalu jalan tu

Bia panas siket ade matahari nanti baru ko lalu

Okey?

Kang tak pasal-pasal ade pakcik tua bawak kapcai lalu

Habis terpercik lecak tu kat baju ko

Malu lak ko nak jalan kedepan lagi

Nak patah balik?

MANE BOLEH!

Youuuuu

Mee Kari tepi padang golf, RM3.50

But

I miss pengemar Mee Kari Lowyat

Toto

Please fix it..

Please..

bertukar kulit album

Lap Lab Lip Lub

Pencawang paling hebat dalam kelas

Kerja terabai tuannye ke mane ntah. Buat pura-pura habis bateri la tu kan?

Haha

Lighting

Separuh perjalanan menulis asgmnt

Kritikal sangat. Konon amik mood lastnye TIDO!

p/s: Bobobobobobobsan bobobobobongok. Kerja! Risau! Malas!

Nightmare

Takut.. dengan post tadi.

Sorry, kene simpan dalam draft

CV dah siap

Jangan kememe lagi

Go away nightmare..

Emel berantai hari ini

hurmmm...x boleh mcm tuh...live load lain...dead load lain...kalau u nyer load yg di beri dalm brief sama dgn 9..dah jadik lain...jup2..i bagi u steps...

After finishing ur nodes and beams the following are the steps:

1. commmand>member property> prismatic

under property select rectangle and fill the values of b and d and unselect

the material.

2.command> materail constants> density, Elasticity, poission`s ratio

select concrete and to view then ok.

3.command> support specification

choose ur support

4.command> loading> primary loading

under primary loading creat 2 load: dead and live load.

For dead load select selfweight (do not chnage the factor) and then ok.

for live load select member and select ur loading type and fill the data and

then select add..(-ve sign for load acting downward

and +ve for load acting upward

Under loads-whole structure select load specification, select the beams and

then assign

5.command> analysis> perform analysis

select all and then ok

6.command> post analysis print> analysis resulting

select yes...................nnti memang x kuar apa2...

7.Analyze> run analysis

select staad analysis and then run analysis

select save

select view output file and then select done.

8.tp view bending moment diagram

select bendiing Z moment icon( look at last row)

change the scale by going to symbols and labels (first row) (decreasing

the value of bending Z under scale option

9. to view shear force diagram

select shear Y force

change the scale by going to symbols and labels (first row) (decreasing

the value of shear Y under scale option

10.select STAAD EDITOR icon (first row)

go to bottom and before finish

type UNITS MM NEWTON

save and close

11. command> design> concrete design

under current code select BS8110

select parameters (we should refer to the brief)

fc (concret strength) = 30

fy sec (yield strength of shear reinforcement) = 250

fy main = 460

max main = 32 (bar diameter)

min main = 10 (shear link)

min sec = 8 (fix value)

Mmag = 1 (fix value)

N section = 12 (fix value)

*refer brief ikut masing2..

select define parameters and fill in the values

select each parameters and select assign to view the select assign

select commands (command yg ada dalam boz tuh bukan yg di dalam row) and add design beam, design column and take off

select beams and assign

select column and assign

*then print only for BMD, SFD, Staad Editor, and for analysis print for design and u can attach to your assignment

cuberla ikut step ni...

tapi ingt..jgn run analyze byk2 kali...cuma sekali saja...and make sure value dlm load semua betul...

spread to the rest ok..

p/s: aku da cakap belum aku JAMMED?!

Asek nak collapse je.Cis!