Recent content by forexpipz
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Column buckling answer confirmation
Disregard my last post. I used the wrong formula for A and K. Now I am on it. Its around 5.9 m off the top of my head.- forexpipz
- Post #21
- Forum: Engineering and Comp Sci Homework Help
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Length of the column where buckling is likely to occur
That all pans out. I get the same.- forexpipz
- Post #8
- Forum: Engineering and Comp Sci Homework Help
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Static engineering v -- stress/buckling
Wrong formula The least second moment of area I about the xx axis is not what you stated so your value is incorrect. I get L = 5.236389088 m- forexpipz
- Post #11
- Forum: Engineering and Comp Sci Homework Help
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Column buckling answer confirmation
I'm almost certain that the column length is 5.236389088 m.- forexpipz
- Post #20
- Forum: Engineering and Comp Sci Homework Help
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A Beam of rectangular cross section 200mm deep and 100mm wide
Homework Statement Please visit my flickr link for a scanned image of the problem statement. http://www.flickr.com/photos/93763273@N05/8815418518/lightbox/ Homework Equations M/I = σ/y = E/R This is the flexure or bending formula. The Attempt at a Solution a) = 8.333 kN...- forexpipz
- Thread
- Beam Cross Cross section Rectangular Section
- Replies: 1
- Forum: Introductory Physics Homework Help
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Statics Engineering Problem Involving Beams
Anybody?- forexpipz
- Post #2
- Forum: Introductory Physics Homework Help
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Statics Engineering Problem Involving Beams
Homework Statement Here is a flicker link. http://www.flickr.com/photos/93763273@N05/8750975006/sizes/l/in/photostream/ Homework Equations The Attempt at a Solution Here is the link to my solutions...- forexpipz
- Thread
- Beams Engineering Statics
- Replies: 4
- Forum: Introductory Physics Homework Help