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Building Plan Grid system and storey Data Definitions will be displayed after selecting Nobutton.

Set the grid line and spacing between two grid lines. Set the storey heightdata using Edit storey Data command.

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Note: You can change Grid spacing by choosing Custom Grid spacing, forcolumn arying spacing then clic! Edit Grid you can also change any storeyheight by choosing Custom Storey Data, then clic! on Edit Storey Data.

Go to "ain menu Edit Storey data Edit Storey.

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STEP 3: (Define Material Properties)

#rom "ain menu Define "aterial $roperty %dd new material "aterial Name &"'(Concrete cubic comp. strength fc! &'()ending *einforcement yield strength fy &+-

Shear *einforcement yield strength fy &+-! !.

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STEP 4: (Define Frame section)

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)ar si5e &4- dCorner bar &4- d

*einforcement to be designed !!.

Define )eam:

#rom "ain menu Define #rame section %dd rectangular "aterial

name &"'( /select0 Section Name&)4'(26(("'(Dimensions:Depth /'0 &6((mm3idth /40 &'((mm

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Select Beam

Define Slab:

#rom "ain menu define 3all7Slab 7Dec! section %dd New slab

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Section name & S"aterial name & "'(.

"embrane"embrane &4- mm )ending &4-mm

Select "embrane ! !.

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STEP 5: (Drawing Columns !eams an" Sla#s)Drawing Columns:

#rom "ain menu Draw Draw line ob8ects Create column in region

$roperty & C1((2'(("'( Select or Clic! on the column 8oints in $lan iew /9eft window0 with similar

storey; option.

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Drawing Slab:

#rom "ain menu Draw Draw area ob8ects Create areas at clic! /Draw

areas0 /$lan0 $roperty &S Clic! on the periphery of column 8oints and

press enter /3ith similar storey option0.

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STEP $:(%ssigning Support Con"ition)

Set )ase floor $lan iew in left window Set Column points /with mouse0

#rom "ain menu %ssign >oint7$oint *estraints /supports0 Select

#i2ed !.

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?o iew Support assigned

#rom top ?ool bar Set )uilding iew option

&isi#le in 'iew

Supports !.

Go to Eleation iew and iew . #or other iews clic! arrow at top of

tool bar.

STEP : (Defining oa"s)

.Graity 9oads /Dead 9oad @ 9ie 9oad0

#rom "ain menu Define Static 9oad Cases

9oad & S

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%ssigning the 9oads:

%ctiate left window and set to $lan iew %ctiate or select similar storeyoption /at bottom0 and select all slabs

#rom "ain menu %ssign

Shell 7 %rea loads Aniform

9oad case name &S

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%ssigning 3all loads:= wall load & .61Bn7m /#irst to fourth floor0Ground floor &+.44+Bn7m.?errace floor&+.-(Bn7m.

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oint7$oint loads 9oad case name &Dead. Anits Bn.m.

*eplace e2isting loads

#orces Global &( Bn !.

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4. 3ind 9oads :

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Coefficient Cp= - (Change if required) Ok.

?o see wind load selection

Set )uilding iew option

%rea section

9ine section !.

3*EarthFua!e %nalysis

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Define "ass Source%s per

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Define EarthFua!e 9oad /Static "ethod0

#rom "ain menu Define Static 9oad cases 9oad &EMH?ype & Mua!eDefault "ultiplier &(

%uto 9ateral load &

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%ssigning Diaphragms

Set all storey option and select all slabs #rom "ain menu %ssign

Shell area Diaphragms D !.

?o iew the Diaphragm

Go to Set )uilding iew ob8ects

Diaphragm

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