Recent content by Fat Ryan

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    Extra white space when inserting EPS figures in Word 2010

    Thanks for the reply. I found the problem and feel like a fool. There was a tiny white line segment off to the left that I couldn't see because the artboard is white. Thats what was screwing everything up! And the reason it was a problem on multiple figures is because I simply copied then...
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    Extra white space when inserting EPS figures in Word 2010

    Extra "white space" when inserting EPS figures in Word 2010 I am writing a report on my research, and I need to insert Matlab plots and various other images using EPS format for maximum image quality. My plots from Matlab must first be exported to Illustrator for annotation before inserting...
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    Mathcad errors galore (symbolic evaluation)

    Hello, I'm trying to use mathcad to do Rayleigh-Ritz approximation of the critical elastic buckling load of a joists top chord. The joists support a standing seam roof which acts to stabilize the top chord from out of plain buckling. In order to approximate the buckled shape, I chose to use...
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    HELP: Simscape for structural engineering

    Why would you post this in my Simscape thread?
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    HELP: Simscape for structural engineering

    134 views and no replies :/ I guess no structural engineers use this software. So far in my experience, it has been quite the PITA to built models in.
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    Relationship between mass moment of inertia and second moment of area?

    hmm, does anyone know why there's a difference between the book and simscape then?
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    Relationship between mass moment of inertia and second moment of area?

    I am trying to create a model in SimMechanics of a simple damped frame. I am very new to this software and structural dynamics as well. I have a copy of "Dynamics of Structures" 3ed by Chopra. In the textbook, the author uses the standard geometric and material properties that I am familiar...
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    HELP: Simscape for structural engineering

    Hello, I am assisting my professor by investigating the usefulness of Simscape in structural engineering. I have just recently obtained a copy of Matlab, and I am totally unfamiliar with the entire program as a whole. I was wondering if anyone knew of any good reading materials or tutorials...
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    Confused on Calculating Deflection and Rotation for Non-Prismatic Beam?

    Tried doing it a different way and got it to work
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    Confused on Calculating Deflection and Rotation for Non-Prismatic Beam?

    Ha, I meant E=5000ksi in the problem statement; my apologies.
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    Confused on Calculating Deflection and Rotation for Non-Prismatic Beam?

    Homework Statement Homework Equations [k]{delta}=F The Attempt at a Solution I found I(x) and confirmed it manually. Basically, I think my confusion comes when finding delta. Delta is a 2X1 array of -d and -theta, respectively. I used equations for deflection and rotation for a...
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    How Can I Solve These Specific Issues with MathCAD Programming?

    Mods, I wasn't sure where to put this, so please move it if its not in the correct section. Thank you. I am in a computer structural analysis class that utilizes MathCAD as the means for all computations throughout the semester. I've never used it before, so I am having some issues. I have...
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    Pole Fatigue Calc for Key West: AASHTO Spec & Vc of 45mph

    I was asked by the CE to do a fatigue calc for a speaker pole going up in key west. I am using AASHTO standard spec for structural supports for highway signs, luminaires, and traffic signals. he said to assume a Vc of 45mph, an importance factor of 1.0 (from category I-lights in the...
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    LRFD phi for overturning, sliding, and soil bearing?

    Does anyone know the phi factors for overturning, sliding, and soil bearing in a small reinforced footing? If you could site the precise source too, that'd be great. I don't have access to many up to date specs and codes :/
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