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Department of Civil Engineering
CIVL 4122 - SAP2000 Frame analysis of a 1-bay by 3-bay industrial building
set cell vertical height

Follow the step-by-step instructions for building a SAP2000 model of a 1-bay by 3-bay industrial building - video (pdf). Each step of the model creation process is identified, and various model construction techniques are introduced.

NOTE: The online tutorial uses SAP2000 v19 and we are using v24. At about 5:10 minutes into the video, the author demonstrates how to import section properties from a database. In SAP2000 v24, the steel sections file is called AISC15.xml.

At the end of the tutorial, you will have built the model shown in Figure 1.

Figure 1. 1-bay by 3-bay industrial building

The tutorial project is a 1-bay by 3-bay industrial building. The open bay has a dimension of 36 feet, while the three bays in the longitudinal direction are each 12 feet wide. The concrete roof is supported by trusses in the transverse direction, which frame into tube columns pinned at the base.

The trusses are constructed of W shapes, while the roof sections are a concrete slab 5 inches thick. The columns are HSS 8x8x3/8 sections. The building is analyzed for static loads only, and the trusses are loaded at their panel points with a Dead Load = 20 kips, while the roof is loaded with a Live Load = 30 pounds per square foot (psf) and a Wind Load = 15 psf on the windward side and -6 psf on the leeward side.

Hand in a copy of the cover page and an image displaying the selected sizes and stress ratios from the Steel Frame Design tool as shown in Figure 2.

A drawing of a crane

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Figure 2. Model after steel frame design

 

 

This website was originally developed by Charles Camp for CIVL 4122.
This site is maintained by the Department of Civil Engineering at the University of Memphis.
Your comments and questions are welcomed.


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Department of Civil Engineering | 104 Engineering Science Bldg | Memphis, TN 38152 | Phone: 901/678-2746 | Last updated: 11/14/2024

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