For courses in Structural Analysis. This book provides students with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. Procedures for Analysis, Hibbeler's problem solving methodologies, provides students with a logical, orderly method to follow when applying theory.
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For courses in Structural Analysis. This book provides students with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. Procedures for Analysis, Hibbeler's problem solving methodologies, provides students with a logical, orderly method to follow when applying theory.
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Add this copy of Structural Analysis to cart. £83.33, new condition, Sold by GridFreed rated 5.0 out of 5 stars, ships from North Las Vegas, NV, UNITED STATES, published 2005 by Pearson College Div.
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Add this copy of Structural Analysis to cart. £85.21, good condition, Sold by HPB-Red rated 5.0 out of 5 stars, ships from Dallas, TX, UNITED STATES, published 2005 by Pearson College Div.
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Add this copy of Structural Analysis to cart. £133.65, good condition, Sold by Bonita rated 4.0 out of 5 stars, ships from Santa Clarita, CA, UNITED STATES, published 2005 by Pearson College Div.
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Add this copy of Structural Analysis to cart. £164.07, new condition, Sold by Bonita rated 4.0 out of 5 stars, ships from Santa Clarita, CA, UNITED STATES, published 2005 by Pearson College Div.
This book should have been written before 1965. It uses old methodology (which is still used) but which has been replaced by the latest finite element methods.
The book can still be used to gain a good perspective on the analysis of beams and trusses, in particular, for shear and moment diagrams and deflection calculations for beams of different fixity.
In addition, it introduces the stiffness method of analysis for trusses and frames in the last two chapters-not the new modern finite element approach.
