Fundamentals of Indeterminate Structures |
Common terms and phrases
acting actual analogy analysis angle applied assumed bars beam cause change in length Chapter column complete computations condition considered constant construction continuous beam correction corresponding cross section curve deflection desired determine diagram direct distance divided effect elastic equal equation Example factors figure fixed fixed point flection force frame give given Haunch horizontal illustrated indeterminate indicated inertia influence joint laws load M/EI material maximum ment method moduli moments move movement negative Note positive PROB problem ratio reactions redundant force reference relative represents respectively resulting rotation shear shown in Fig shows simple beam solution span statically stiffness stress structure Table tion truss uniform unit unit load V₁ values varies zero