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!