statically determinateの例文

• The three-hinged arch is therefore said to be statically determinate.
• Many truss cantilever bridges use pinned joints and are therefore statically determinate with no members carrying mixed loads.
• Proskouriakov's statically determinate trusses with subdivided panels and upward-angled upper chords were subsequently widely used by many other bridge engineers.
• By inserting a plastic hinge at a plastic limit load into a statically determinate beam, a kinematic mechanism permitting an unbounded displacement of the system can be formed.
• One way of solving this problem is to use the principle of linear superposition and break the problem up into the superposition of a number of statically determinate problems.
• A Pratt truss includes vertical members and diagonals that slope down towards the center, the opposite of the statically determinate bridges, which lend themselves well to long spans.
• Note that, as a rule, neglecting axial forces, statically determinate real beams have statically determinate conjugate beams; and statically indeterminate real beams have unstable conjugate beams.
• Note that, as a rule, neglecting axial forces, statically determinate real beams have statically determinate conjugate beams; and statically indeterminate real beams have unstable conjugate beams.
• If a system is made up of b bars, j pin joints and r support reactions, then it cannot be statically determinate if the following relationship does not hold:
• The superposition method involves adding the solutions of a number of statically determinate problems which are chosen such that the boundary conditions for the sum of the individual problems add up to those of the original problem.
• With member forces \ mathbf { Q } _ { M \ times 1 } as the primary unknowns, the number of nodal equilibrium equations is insufficient for solution, in general unless the system is statically determinate.
• Harry Ferguson applied for a British patent for his three-point hitch in 1926, a three-point attachment of the implement to the tractor and the simplest and the only statically determinate way of joining two bodies in engineering.
• Equations ( 5 ) and ( 6 ) are the solution for the " primary system " which is the original system that has been rendered statically determinate by cuts that expose the redundant forces \ mathbf { X }.
• When m = 2j-3, the truss is said to be " statically determinate ", because the ( " m " + 3 ) internal member forces and support reactions can then be completely determined by 2 " j " loads and the geometry of the truss.
• R . C . Hibbeler states, in his book " Structural Analysis ",  All statically determinate beams will have influence lines that consist of straight line segments .  Therefore, it is possible to minimize the number of computations by recognizing the points that will cause a change in the slope of the influence line and only calculating the values at those points.