24.09.2015 Views

A manual for - LARSA, Inc.

A manual for - LARSA, Inc.

A manual for - LARSA, Inc.

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

<strong>LARSA</strong> 4D Introductory Training Manual<br />

Joint Reaction Envelope<br />

The minimum (or most negative) Z reaction on the left joint is due to the wind load. The negative Z<br />

reaction there on joint 1 indicates an uplifing <strong>for</strong>ce.<br />

Shading in the Force Z column is a reminder that envelopes have been turned on.<br />

Close the spreadsheet.<br />

Member Stresses<br />

To see member stresses, use Results → Spreadsheets → Member → Stresses .<br />

Both result cases are still active. Let’s have just Dead result case be active. Click the Dead result<br />

case to select it and unselect other result cases.<br />

The stresses spreadsheet shows the stress at stations along each member. The number of stations can<br />

be set by the user. Let’s use five segments (six stations).<br />

Go to Results → Results Display Settings .<br />

In the top-right box set Segments to 5. (These options are also used <strong>for</strong> graphical results<br />

diagrams.)<br />

Click OK .<br />

Set member results segments to 5<br />

In the spreadsheet, <strong>for</strong> each member there are stations 0 through 5. 0 is the start of the member. 5,<br />

since we set 5 segments, is the end of the member.<br />

The normal stresses are given at what are called “stress recovery points” <strong>for</strong> the member’s cross-section<br />

definition. The stress recovery points <strong>for</strong> an I-shape are at the four extreme corners. You can use the<br />

sections spreadsheet to determine the local y and z coordinates of each of the stress recovery points<br />

on the cross-section. Normal stress is the sum of extensional stresses caused by the axial <strong>for</strong>ce and<br />

bending moments at the station.<br />

22

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!