Local Axes in ETABS _ the Structural Engineering_ an Art

April 28, 2017 | Author: Nazmul Hasan | Category: N/A
Share Embed Donate


Short Description

etabs...

Description

Local Axes in ETABS | The Structural Engineering: An Art

1 of 6

http://ztwocents.wordpress.com/2010/05/04/local-axes-in-etabs/

Home

ETABS 2013

PE Examination

About Me!!

The Structural Engineering: An Art This blog is about all the Structural Engineering issues which most of structural engineers experience

Home

ETABS 2013

structures SAFE

PE Examination

structural engineering Wind

Engineering Tips

About Me!!

civil engineering

Technology

ETABS

Seismic

Tall Buildings

SAP2000

Home › civil engineering › Local Axes in ETABS

Local Axes in ETABS

Email Subscription

Posted on May 4, 2010 by zstructures — 1 Comment ↓

Enter your email address to subscribe to this blog and receive notifications of new posts by email. Join 54 other followers

Vertical Line Objects. For vertical line objects the local axes have the following default orientation: Local axis 1 is along the line object. The positive local 1 axis is in the same direction as the positive global Z-axis, upward. Local axis 2 is perpendicular to the line object. The projection of the positive local 2 axis onto the global X-axis is in the same direction as the positive global X-axis. Local axis 3 is perpendicular to the line object. The direction of the positive local 3 axis is determined from

Top Posts

applying the right-hand rule using the directions of the 1 and 2 axes described in the preceding bullets.

ETABS 2013

1/10/2014 5:35 PM

Local Axes in ETABS | The Structural Engineering: An Art

2 of 6

http://ztwocents.wordpress.com/2010/05/04/local-axes-in-etabs/

Horizontal Line Objects. For horizontal line objects (parallel to the

Assigning Pier

global X-Y plane), the local axes have the following default

and Spandrel

orientation:

Labeling in ETABS

Local axis 1 is along the line object. The projection of the positive local 1 axis onto the global X-axis is in the same direction as the positive global X-axis. If the line object is parallel to the global Y-axis such that there is no projection

Google Drive: A Quick Design Tool

onto the global X-axis, the positive direction of the local 1

Design for

axis is the same as the direction of the positive global

Seismic Tie

Y-axis.

Beams

Local axis 2 is perpendicular to the line object. The positive local 2 axis points in the same direction as the

Burj Khalifa -

global Z-axis, upward.

Height

Local axis 3 is perpendicular to the line object and is

comparison

horizontal. The direction of the positive local 3 axis is determined from applying the right-hand rule using the directions of the 1 and 2 axes described in the preceding bullets.

Tips for Designing Constructible Steel Framed

Other (neither vertical nor horizontal) Line Objects. For line

Structures

objects that are not vertical and are not horizontal, the local axes

Local Axes in

have the following default orientation:

ETABS

Local axis 1 is along the line object. The positive local 1

Earthquake

axis has an upward sense. The projection of the positive

Load

local 1 axis onto the global Z-axis is in the same direction

Calculation

as the positive global Z-axis, upward.

(base Shear

Local axis 2 is perpendicular to the line object. The local

method)

1-2 plane is vertical. The positive local 2 axis has an upward sense. The projection of the positive local 2 axis onto the global Z-axis is in the same direction as the positive global Z-axis, upward.

An Introduction to Hi Rise Design

Local axis 3 is perpendicular to the line object and is

Non Linear

horizontal. The direction of the positive local 3 axis is

Static (Or

determined from applying the right-hand rule using the

PUSHOVER)

directions of the 1 and 2 axes described in the preceding

Analysis

bullets.

Rate this: Like this:

Rate This

civil engineering ACI318-08

1/10/2014 5:35 PM

Local Axes in ETABS | The Structural Engineering: An Art

3 of 6

http://ztwocents.wordpress.com/2010/05/04/local-axes-in-etabs/

Design Code

Engineering Tips Be the first to like this.

ETABS

IBC 2009

Noble Engineers

SAFE Sample Calculations

Related

SAP2000-Accidental…

DEFAULT MATERIA…

SAP2000

Punching Shear Che…

Seismic

Steel

structural engineering structures

About zstructures

Tall Buildings

I am structural Engineer working in a reputable

Technology

firm in Los Angeles

W ind



Punching Shear Ratio in SAFE

eng-tips Forum



Posted in civil engineering, ETABS, structural engineering, structures, Technology

One comment on “Local Axes in ETABS”

Tomas says: May 3, 2012 at 10:51 am

Thanks a lot. I´m just starting in the design of structures and this was very very helpful. Reply

Leave a Reply

1/10/2014 5:35 PM

Local Axes in ETABS | The Structural Engineering: An Art

4 of 6

http://ztwocents.wordpress.com/2010/05/04/local-axes-in-etabs/

Archives

Recent Posts Modeling water pressure in SAP2000 – Tuotorial

1/10/2014 5:35 PM

Local Axes in ETABS | The Structural Engineering: An Art

5 of 6

http://ztwocents.wordpress.com/2010/05/04/local-axes-in-etabs/

Non Linear Static (Or PUSHOVER) Analysis Google Drive: A Quick Design Tool AISC 14 Design Examples SAP2000Accidental Torsion in ResponseSpectrum Case

earthquake ETABS Google drive Non-linear Static Pushover Analysis Quick Calc research

SAP2000 Spreadsheet tuotorial Tutorial Water pressure modeling

Blog Stats 22,556 hits

structures structural engineering civil engineering ETABS Seismic Tall Buildings SAFE Wind Engineering Tips SAP2000

Technology

1/10/2014 5:35 PM

Local Axes in ETABS | The Structural Engineering: An Art

6 of 6

http://ztwocents.wordpress.com/2010/05/04/local-axes-in-etabs/

CSI NEWS CSiBridge 2014 V16.1.0 Enhancements CSI President Inducted into Cal CEE Academy of Distinguished Alumni

www.ranawaseem.com An error has occurred; the feed is probably down. Try again later.

© 2014 The Structural Engineering: An Art



Blog at WordPress.com. | The Responsive Theme.

1/10/2014 5:35 PM

View more...

Comments

Copyright ©2017 KUPDF Inc.
SUPPORT KUPDF