Analysis of Statically-indeterminate Frameworks |
From inside the book
Results 1-3 of 36
Page 1
... forces which its members are called upon to exert to enable it to carry an applied load , can be calculated by ... members to the forces which they carry , are specified . If , however , a framework is statically - indeterminate , the ...
... forces which its members are called upon to exert to enable it to carry an applied load , can be calculated by ... members to the forces which they carry , are specified . If , however , a framework is statically - indeterminate , the ...
Page 2
Thomas Malcolm Charlton. it is likely that the forces in members predicted by analysis do not represent the total forces carried by the members . Whether this state of affairs is satisfactory is a matter for the judgement of the engineer ...
Thomas Malcolm Charlton. it is likely that the forces in members predicted by analysis do not represent the total forces carried by the members . Whether this state of affairs is satisfactory is a matter for the judgement of the engineer ...
Page 119
... force of 4.73 tons ( tensile ) in AB which is in accordance with the solution given in para . 7.4 . Equations ( 7.28 ) can now be used to determine the values of the remaining unknown de- flections and hence the forces in the other members ...
... force of 4.73 tons ( tensile ) in AB which is in accordance with the solution given in para . 7.4 . Equations ( 7.28 ) can now be used to determine the values of the remaining unknown de- flections and hence the forces in the other members ...
Contents
The Two Basic Approaches to the Analysis of Statically | 7 |
Analysis of Linear Pinjointed Frameworks using Stiffness | 16 |
Analysis of Staticallyindeterminate Beam Systems | 37 |
Copyright | |
6 other sections not shown
Common terms and phrases
A₁ A₂ actual additional analysis applied assuming beam bibliography ref calculated caused changes in length CHAPTER compatibility approach complementary energy considered couple deflection degrees of freedom determine direction displacements effects elastic centre energy equal equations equations of equilibrium equilibrium example expressed F₁ F₂ Figure final equations flexibility coefficients follows frame framework framework shown given gives important influence line instance joints linear elasticity linear systems loading means method necessary obtained pin-jointed plane portal positive possible potential energy principle problem produced redundant reference represents respectively result rigid rotation scale shown in Fig simply slope solution statically statically-determinate stiffness coefficients strains structure subjected Substituting supported sway system of forces Table theorem tons uniform unit values virtual zero ΕΙ