Draw completely the approximate shear and moment diagrams for the beam loaded as shown. E is constant. Use (3) Slope Def
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Draw completely the approximate shear and moment diagrams for the beam loaded as shown. E is constant. Use (3) Slope Def
Draw completely the approximate shear and moment diagrams for the beam loaded as shown. E is constant. Use (3) Slope Deflection Equation Method (SDEM) (4) Moment Distribution Method (MDM) 50 KN/m 10 KN 30 KN/m 1.5 m 75 KN A 1.51 21 6 m I 4 m I 1.5 m B 4 m D
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