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Building Plan Grid System and Story Data Definition

Grid Dimensions [Plan]

©) Uniform Grid Spacing

Number Lines in X Direction

Number Lines in ‘Y Direction

©@) Label Left to Right

©) Label Right to Left

Grid Only

Y Grid

Beginning Y ID () Label Bottom to Top

©) Label Top to Bottom

| Cancel

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¡ *8 Define Grid Data

Grid ID Spacing Line Type Visibility | Bubble Loc.| GridColor «A

2 2 4.5 Primary Show Top 2⁄24

3 3 5 Primary Show Top oo

4 4 5 Primary Show Top or

5 5 0 Primary Show Top or)

Grid ID Spacing Line Type Visibility | Bubble Loc.| GridColor “~ Display Grids as

2 B 0 Primary | Show lít 4 © —

3

4 [| Hide All Grid Lines

5 [| Glue to Grid Lines

Label Hei Elevation Master S Similar To n Point | S Hei MAI 2.4 14.2 No NONE No

Reset Selected Rows Units

Height 3.4 [ Reset | Change Units Ton-m v

Master Story [No | Reset |

Simlar To NONE v

Splice Point No v

Splice Height 0 [ Reset |

Material Property Data

PÏ Plan View - MAI - Flevation 14.2

its, 6 Lines selected *19.03 Y-8.35 214.20 GLOBAL vi Tonm *

¥| Translation ¥| Rotation about

¥| Translation Y ¥| Rotation about ‘Y

¥| Translation Z | Rotation about Z

2| 4.| 4

| OK : Cancel

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» / Coordinate Systems

Edit Grid Data l

Edit Story Data Systems Click to:

Edit Reference Planes

Edit Reference Lines

Create Reference Lines on Plan

Plan Fine Grid Spacing

Plan Nudge Value

¥ Lock OnScreen Grid System Edit

Invert Object Visibility

Restore Visibility OF Previous Selected Objects

View All Objects

Edit 7 view Define Draw

kK) Undo Assign Supports

Add to Model From Template

mm [ AddNew System |

[ Add Copy of System |

Assign Analyze Display Design Optic BndlD Ordinate Line Type Visibdity | Bubble Loc.) = Gnd Color ^

1 1 0 Primary Show Top =o

2 | 2 45 Primary Show Top ==

a Supports Bi 3 9 Primary Show Top SS

4 4 14 Primary Show Top ESS

5 5 19 Primary Show Top fie

| GridID | Ordinate | Line Type Visibility | Bubble Loc.) Grd Color «A

1 A 0 Primary Show Left

2 B 6 Primary Show Lett mm

s44 Edit Grid Data

1A Edit Story Data

Edit Reference Planes

Edit Reference Lines

* Ñ Define Grid Data

FP, past pare rdinate | Line Type | Visibility | Bubble Loc | GridColor «

maste a 0 Primary Show Top

Delete Delete | 45 Primary Show Ip 4/4

14 Primary Show Top LT

ae 13 Primary Show Top |

v iid Date Tonm ¥

Grid ID Ordinate Line T Vi Bubble Loc.) Grid Color Display Grids as

A 0 Primary Show Left ® Ordinates © Spacing

B 6 Primary Show Left

L_] Hide All Grid Lines L_] Glue to Grid Lines

mm Plan View - LAU 2 - Elevation 8.5 Line Draw Mode

Delete Original

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Edit ) view Define Draw Select Assign Analyze Display Design Options chun by số — {

x2 Undo Area Object Add Ctrl+z — „ “4

Add to Model From Template ` — X_WO VC

| Edit Story Data

Cancel

¢* Extrude Points to Lines

x? Extrude Lines to 4reas

Delta Delta Y Delta Z

| OK | | Cancel

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Define Static Load Case Names

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Load Tựø@#^Â ' Muliplier LatealLoad ⁄

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Load Type and Direction Options

©) Add to Existing Loads

© Relative Distance from End+ (®) Absolute Distance from End:-|

Uniform Load

Load ¡0 [_0 j

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w Define Draw Select | Assign | Analyze Display Design Options Help

⁄2 Group Names JE Temperature

Clear Display of Assigns Open Structure Wind Parameters

Copy Assigns

Load Case Name TUONG Ton-m

©) Forces Morente Add to Existing Loads

cu : *) Replace Existing Loads

Select ) Assign Analyze

at Pointer /in Window

Assign | Analyze Display Design Options Help

F Moment Frame Beam Type

> trên End (Length) Offsets

= Additional Line Mass

Use Line for Floor Meshing

Tension/Compression Limits

Automatic Frame Subdivide

Assign Output Station Spacing

©) Max Station Spacing

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Frame End Length Offsets

| Frame/Line > ¬h Frame 5ection ©) Automatic from Connectivity

Shell/a4rea » | Frame Releases/Partial Fixity ©) Define Lengths

Frame End Length Offsets

End Offset Along Length

Assign | Analyze Display Design Options Help

©) Automatic from Connectivity

Frame/Line >} 53 Frame Section © Define Lengths Sóc

1oint/Point Laads P Moment Frame Beam Type End-J —-

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Material Property Data

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©@)lsotropic ©) Orthotropic Design le ^3_

Of, C#*^

Weight per unit Volume 25 | Bending Reinf ‘Yield Stress, fy

Modulus of Elasticity 2700000 - Shear Reinf Yield Stress, fys

Poisson's Ratio 0.2 [| Lightweight Concrete

Coeff of Thermal Expansion ‘3.900E-06 -

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Rectangular Section Reinforcement Data

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Rectangular Sectisis Reinforcement Data

Design Type

Section Name (C35K35 (® Column © Beam

Properties Property Modifiers Material Configuration of Reinforcement

| Section Properties | Set Modifiers CONC ` © Rectangular © Circular

Set Calculator Memory

Show Tips at Startup

Show Bounding Plane

Sound

z1 Lock Model

Auto Save Model

Show Aerial View Window

Show Floating Property Window

Colors › Output Decimals

Moment Diagrams on Tension Side

Concrete Frame Design |

Composite Beam Design

Shear Wall Design

Reinforcement Bar Sizes

Live Load Reduction

Number of Interaction Points 11 Consider Minimum Eccentricity Yes Phi (Bending-T ension) 0.9 Phi (Compression Tied) 0.7 Phi (Compression Spiral] 0.75 Phi (Shear] 0.85 Pattern Live Load Factor 0.75 Utilization Factor Limit 0.95

Cancel

Design Load Combinations Selection

Design | Options Help

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‘ee Concrete Frame Design > Select Design Combo = tt cỆ

Composite Beam Design > hy ao ee

COMB1 “A

= steel Joist Design ` j 5tart Design/Check of 5tructure COMB?

Display Design Info ae aoe COMBS5 <- Remove 0 ~~ 6

PIM A ne te # C LÝ

uf Start Design/Check of Structure | Display Design Info

Composite Beam Design

£S Steel Joist Design

[ Shear Wall Design

Verify Analysis vs Design Section

Reset All Concrete Overwrites

Design | Options Help

L Steel Frame Design

Composite Beam Design

ZS Steel Joist Design

Cc Shear Wall Design

, OFM AL of tị v iF I te AFL Select Design Combo —— 7

Display Design Info ` oss -

Display Design Results

© Design Input e ) Shear Reinforcing

Column P-M-M Interaction Ratios (6/5) Beam/Colurmn Capacity Ratios (OK Colurmn/Beam Capacity Ratios

Joint Shear Capacity Ratios Torsion Reinforcing

File Edit View Define Draw Select Assign Analyze Display Design Options Help

Ga Open Ctrl+O i! TL a? = T xv xv nh xv 2 »

Save As

Import

Export >|| Save Model as ETABS e2k Text File

Create Video Save Model as SAP2000 s2k Text File

Save Story as SAFE f2k Text File Print Setup ‘i ~ Save Fxport File Äs

£39 Print Graphics Ctrl+P Save Input/Output as Acq lò

l( £

Print Tables Save as DXF File h lụ Recert

Capture Enhanced Metafile IFC ifc File =

Capture DXF File IGES igs File ee

Capture Picture CIS/2 stp File

Modify/Show Project Information steel Detailing Neutral File Z

My Documents

User Comments and Session Log Revit exr File

Last Analysis Run Log ProSteel mdb File gs

Display Input/Output Text Files ae

Delete Analysis Files a) File name: |b1_etabs | ave

My Network Save astype: |SAP2000TextFiles [7.s2k] vị Eancel

SAP2000 MS Access Database mdb File

SAP2000 MS Excel Spreadsheet xls File

SAP2000 ¥8/V¥9/¥10 s2k Text File

SAP2000 V6 or V7 s2k File h SAP90 Text File

Batch File Control

CI5/2 STEP File

AutoCAD dxf File

Frameworks Plus File

IGES igs File

NASTRAN dat File

Import std/.gti file

Open SAP 2000 Data File

Import Older Version Files

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Import SAP2000 V6/¥7 Text (.52K,.$2k) File

Import S4P90 Text File

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Exit

SAPD2000 v10.0.1 Advanced - (Untitled)

Import Lề 3 area đỡ Dam_ 3nhip 3 Mesh5hell

rs b1_etabs_8 3 Frarne_E07_W11_W12 (3) mongbang

Export MyRecent |) BANTHANG hệ Frame E09 (2) mongbe

Documents )Beam_E01 Type: Appfix Package 2) NONprismastic

$đ]Beam_E01 Kon — )Sapo1_ Beam

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