B di III ending III: Deflection of Beams
B di III ending III: Deflection of Beams
B di III ending III: Deflection of Beams
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Boundary Con<strong>di</strong>tions• Sometimes a single equation is sufficient for the entire length <strong>of</strong> thebeam, sometimes it must be <strong>di</strong>vided into sections.• Since we integrate t twice there will be two constants t <strong>of</strong> integration ti foreach section.• These can be solved using boundary con<strong>di</strong>tions.– <strong>Deflection</strong>s and slopes at supports– Known moment and shear con<strong>di</strong>tionsSlide 6
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