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Unit M1.5 - p. 2 Paul A. Lagace © 2007 MIT - 16.001/16.002 Fall, 2008 LEARNING OBJECTIVES FOR UNIT M1.5 Through participation in the lectures, recitations, and work associated with Unit M1.5, it is intended that you will be able to………• ….

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9 Wednesday, November 20, 2002 Meeting Thirty Five 33 Boundary Conditions If you are at a fixed end support The slope (θ) is equal to 0 The deflection ( v ) is equal to 0 If you are at a pin or roller The deflection ( v ) is equal to 0 The moment (M) is equal to 0 Wednesday, November 20, 2002 ...

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53:134 Structural Design II Chapter 5: Indeterminate Structures - Force Method 1. Introduction • Statically indeterminate structures are the ones where the independent reaction components, and/or internal forces cannot be obtained by using the equations of equilibrium only.

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Lecture 16 - Page 8 of 16 B) Statically-Indeterminate Rigid Frames A statically-indeterminate frame is one which the support reactions, shears and moments CANNOT be determined by the fundamental rules of statics.


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Since twentieth century, indeterminate structures are being widely used for its obvious merits. It may be recalled that, in the case of indeterminate structures either the reactions or the internal forces cannot be determined from equations of statics alone.

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