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pol Pour la poutre et le chargement indiqus dans la figure, considrer la section a-a et dterminer (a) la contrainte de cisaillement maximale dans

pol Pour la poutre et le chargement indiqus dans la figure, considrer la section a-a et dterminer (a) la contrainte de cisaillement maximale dans la poutre et (b) la contrainte de cisaillement au point Al 6 mm 450 mm a ia 500 mm 80 mm 125 kN 80 mm 6 mm 80 mm 200 mm 6 mm

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