BEAM DEFLECTION FORMULAS
BEAM DEFLECTION FORMULAS
BEAM DEFLECTION FORMULAS
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<strong>BEAM</strong> <strong>DEFLECTION</strong> FORMULAE<strong>BEAM</strong> TYPE SLOPE AT FREE END <strong>DEFLECTION</strong> AT ANY SECTION IN TERMS OF x1. Cantilever Beam – Concentrated load P at the free endMAXIMUM <strong>DEFLECTION</strong>2Pl2EI2Px6EIθ= y = ( 3l−x)3Plδmax=3EI2. Cantilever Beam – Concentrated load P at any point2Paθ=2EI3. Cantilever Beam – Uniformly distributed load ω (N/m)2Pxy = ( 3a− x)for 0< x
<strong>BEAM</strong> <strong>DEFLECTION</strong> <strong>FORMULAS</strong><strong>BEAM</strong> TYPE SLOPE AT ENDS <strong>DEFLECTION</strong> AT ANY SECTION IN TERMS OF x MAXIMUM AND CENTER<strong>DEFLECTION</strong>6. Beam Simply Supported at Ends – Concentrated load P at the center2Plθ1=θ2=16EIPx 2⎛3l 2 ⎞y = ⎜ − x ⎟ for 0 < x
http://www.advancepipeliner.com/Resources/Others/Beams/Beam_Deflection_Formulae.pdffile:///G|/BACKUP/Courses_and_seminars/0MAE4770S12/url%20for%20beam%20formulas.txt[1/23/2012 12:15:35 PM]
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