Analysis of Statically Indeterminate Structures |
Contents
CHAPTER | 1 |
SLOPE AND Deflection of TRUSSES | 46 |
CHAPTER 3 | 63 |
Copyright | |
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Common terms and phrases
1-lb load amount assumed beam BC beam of Figure bending bending moment calculations carry-over factor caused center support centroid change in span column computed condition of loading constant section cross-section dead load deflection of point deformation determinate direction displacement distance distribution elastic curve end moments end reactions end tangent EXAMPLE expressed factor of safety Find the deflection find the end fixed ends fixed-end moments follows force force H frame ft-lb Hardy Cross horizontal reactions inertia influence line joint lever arms locked-end moments member BC ment moment of inertia moments and reactions neutral axis ordinates panel point Problem produced R₁ relative stiffness required to find section beam shear shown in Figure simple SOLUTION span length statically indeterminate Strength of Materials symmetrical tion truss u-values unit load unit stress vertical deflection Williot diagram ΕΙ ΕΙ