mit2 080jf13 quiz 1 review

2
1 1.573J/2.080J Structural Mechanics Fall 2013 Quiz 1 Review (not graded) Problem 1 by : fol load low ed ing: a concentrated load located at a distance l a from the left support. D I etermine the a) b) T T h h ed c) The e s lo eflecte ti c ff a n ti e on d o shape of the beam under the load ss . o f f ma the x b imu eam, m w de h f i l c e h ct i i s o t n he relationship between load and the deflection d e) ) C T h h e e c p k r f o o f r il t e h o e f c s o h n e t a i r nu st it r y es c s o e n s d and bending moment unknown integration constants and ition bound under ar th y/continuity cond e point load and count the number of Pr f) Find oblem 2 the l : ocation and magnitude maximum stress in the beam. itions Change the boundary conditions from simply supported to clamped at both ends and Consider a simply supported elastic beam of length and moment of inertia . The beam is discuss how the solution method would change, in particular, would the number of integration constants and boundary/continuity conditions be the same as in Problem 1

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MIT2 080JF13 Quiz 1 Review

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  • 1

    1.573J/2.080J Structural Mechanics Fall 2013 Quiz 1 Review (not graded) Problem 1

    by

    :

    folload

    loweding:

    a c

    oncentrated load located at a distance l a from the left support. D

    Ietermine the

    a)b) T Thhe d

    c) Thee sloeflecte

    ticffantieon

    d o shape of the beam

    under the loadss. off mathe

    x bimueam,

    m wdehfilcehc tiiso tnh e relationship between load and the deflection

    de)) CThheec pkr foofril teh oef csohnetairn ustitrye scsoensd and bending moment

    unknown integration constants andition

    bound under

    ar thy/continuity conde point load and count the number of

    Pr f) Find

    oblem 2

    the l

    :

    oca

    tion and magnitude maximum stress in the beam.itions

    Change the boundary conditions from simply supported to clamped at both ends and

    Consider a simply supported elastic beam of length and moment of inertia . The beam is

    discuss how the solution method would change, in particular, would the number of integration constants and boundary/continuity conditions be the same as in Problem 1

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    2.080J / 1.573J Structural MechanicsFall 2013

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