The effect of eccentricity at beam support to beam stiffness
A beam reacts to loading through bending action. Therefore, beam bending stiffuess can be represented by deflection. Theoretically, beam stiffuess is governed by span length, elastic modulus, moment of inertia and support type. In the analytical analysis, beams are assumed simply supported or...
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| Format: | Thesis |
| Language: | English |
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2005
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| Online Access: | http://eprints.uthm.edu.my/8216/1/24p%20AHMAD%20ZURISMAN%20MOHD%20ALI.pdf |