Medeek Truss Designer TM

Image of Truss
Version 2.0.3

Truss Data


Type of Truss: ?
Out-to-out Span: ? ft. (16'-32')
Top Chord Pitch: /12
Spacing: ? in. o/c
Bearing Width: ? in.
Overhang: ? in.

Required Truss Data

 Design Options:

Enable Wind Analysis: ?
Enable Snow Analysis: ?
Truss Plate Mfr.: ?
Load Duration: ?

 Design Assumptions:

Number of Plies: 1 PLY
Butt Cut: ? 0.25 in.
Bottom Chord Pitch: 0 /12
TC Bracing: OSB 7/16 in.
BC Bracing: 10 ft. o/c
Code:    IBC2012 / TPI2007

 Client Information (optional):

Job #:
First Name:
Last Name:

Design Loads


Top Chord Live Load: psf
Top Chord Dead Load: psf
Bottom Chord Live Load: psf
Bottom Chord Dead Load: psf

Required Design Loads

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*Note: Scalable Vector Graphic output of Truss Designer is not viewable with Internet Explorer Browsers. Recommended browsers are Google Chrome or Mozilla Firefox.

*Disclaimer: The truss designs produced herein are for initial design and estimating purposes only. The calculations and drawings presented do not constitute a fully engineered truss design. The truss manufacturer will calculate final loads, metal plate sizing, member sizing, webs and chord deflections based on local climatic and/or seismic conditions. Wood truss construction drawings shall be prepared by a registered and licensed engineer as per IRC 2012 Sec. R802.10.2 and designed according to the minimum requirements of ANSI/TPI 1-2007. The truss designs and calculations provided by this online tool are for educational and illustrative purposes only. Medeek Design assumes no liability or loss for any designs presented and does not guarantee fitness for use.

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2495 trusses calculated since August 1, 2015.


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