etabs-oct12
TRANSCRIPT
Floor Floor Height Floor Level
L1 3 m 0 m
L2 3 m +3 m
L3 3m +6 m
Roof +9 m
Elevation data:
Material properties:
Type Value (N/m2)
Young's Modulus of concrete 25000
Young's Modulus of steel 200000
Grade of concrete M 25
Main reinforcement yield strength 415
Shear reinforcement yield strength 250
Member Section mm
Beam 250 X 450
Column 250 X 250
Slab 125 (thickness)
Sectional dimensions:
Load Case Value
Dead load (Unit weight of concrete) As per IS 875:1987(Part 1)
Live load As per IS 875:1987(Part 2)
Loads applied:
Other details:• All supports are fixed at the base.• There are 4 bays in X direction and 3 bays in the Y direction of the
building. • Bay widths are 5 m in both directions.• Assume suitable data where needed.• Live load in roof is 50% of load on other floors.Analysis Results:• Show slab stresses.• Show bending moment diagram.• Support reactions.• Show deformed shapes.Design Results:• Use IS 456:2000 for design.• Show design combinations.• Show the calculated steel reinforcement.• Verify analysis Vs design.(check whether your design is safe or not)
A grid will be formed as shown in the figure.For defining materials Go to Define(Menu)material propertiesmodify properties(steel/concrete)
Select units here
Select similar stories here
Select Plan, elevation
etc
Give suitable properties & then press ok
Select modify
Draws columns in the regions
of clicks
Repeat the same process for steel for
giving material properties and then
press ok
Defining sections:In order to draw beams and columns, we have to create sections.Go toDefineSection PropertiesFrame SectionsAdd rectangle
Repeat the same process for columns
Select reinforcement to be designed.
Next we draw beams and columns in the plan and apply to all levels by selecting similar stories.
Select I section symbol to draw
columns
Column here
Select similar stories here
Snap to grid intersections must be kept
on
Go to Plan view to draw beams
Select beam here
Defining and drawing slab section:
Go to Define(menu)Slab/wall/deck sectionsModify/show section(select slab here)
Select shell here & give all other properties
Use the one click area command to draw areas
Select slab.After drawing areas we
have this
Apply fixed support to all the columns at their bases
Go to plan at base level, select all the supports & then Go to
AssignJoint/pointRestraintfixedok
As we have only 2 load cases there is no need of defining
new cases
Define static load cases:DefineStatic load casesAdd new load/modify load-->Ok
Assign Loads:(select the areas on which u want to apply the load)
Assignshell/area loadsuniform
*Repeat the same process at all floor levels
Select one
story*After applying the load on a top floor
DesignIn order to select the design standard (Here IS 456:2000)Go to Preferencesconcrete frame designSelect IS 456:2000
To start design Go to Designconcrete frame designstart design
After the design is complete the section properties are shown
as in the figure
Verify analysis Vs DesignDesignconcrete frame designVerify analysis Vs Design
Message says that analysis and design sections are same
To check the load combinations we have used in the design, Go to Designconcrete frame designselect design comboshow(select one combination)
To find the steel calculated Go to Designconcrete frame designDisplay design infoLongitudinal steel etc
Select different parameters like
Longitudinal reinforcement
You can also view the percentage of steel by selecting percentage in the drop down menu
above(rebar percentage)
To see the interaction curve for columns select Interaction
Select B/C details to view Beam to column capacity ratio