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 75 KN 10 KN 30 KN/m 1.5 m A 21 6 m 1.5 1 4 m I 1.5 m B с 4 m D
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