EPC Server - Your Resource for Engineering, Procurement, and Construction Support
Log In Registration To Do List Online Analysis Developers Partnership About EPC Server

You can select the following headers for your output file. Custom headers can be developed by all registered users who are logged on.




Make a New Header



This application is not certified View Bug Report Submit Bug

The following is an analysis of a two Leg, two hinged Rigid Frame. Uniform Load on Vertical Member.


This Page Has Been Accessed 538 Times




Complete the following input then click on the analyze button for results

Input A-B dimension in inches
Input B-C dimension in inches
Input Uniform Load - in lbs. per inch
Input Member A-B Moment of Inertia in inches3
Input Member B-C Moment of Inertia in inches3


Vary Results with Moment of inertia


Show Moment Diagrams


Clicking on the submit button will result in a $5.00 charge to your account.



Try Our Message Board


Bringing Efficiency to the Construction Industry
EPC Server.com
Copyright © 2001,2002, EPCServer.com All rights reserved. All content in this site is provided 'as is' and no warranty is given as to the accuracy or suitability of any part hereof. No liability will be accepted for any direct or consequential losses, howsoever caused, following the use or misuse of any advice or information, real or implied, provided by this site.