SOLVE USING MOMENT AREA METHOD & CONJUGATE BEAM METHOD Problem II. The beam shown has a constant El and is supported as shown. Find the following: 300 kN 15 kN/m 1.5 kNm a. Reaction at A (kN) b. Reaction at B (kN) c. Slope at C in radians d. Displacement at the application of 300KN load 2m 10m

Q: support reactions in the given beam us method. Also, determine the maximum am. Use El = 1000 KN-m².

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Q: a) use integration method to find the reactions at A and B and the deflection at C

A: Solution of (a) Using integration method to find the reactions at A and B and deflection  at C

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Q: 600 N 500 N.m 400 300 500 20

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Q: Determine the reaction at the supports using E= 70 GPa and I = 1,300,000,000 mm^4. Use excel…

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A: Given:- E=70 GPa=70×106 KN/m2I=1300000000 mm4=13×10-4 m4

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A: In the real beam the support reactions are ∑MD=0 RC×6=12×12×36×4+5×12×6+15RC=206.5 KN ∑Fy=0…

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Q: . Determine the reaction at the supports using E = 70 GPa and I = 1,300,000,000 mm^4. Draw the FBD…

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Q: 2. Determine the reaction at the supports using E-70 GPa and 1=1,300,000,000 mm 4. determine the…

A: Solution: Fixed end moment: Span AB: MFAB=-wl8=150×48=-75 kNMFBA=wl8=150×48=75 kN Span BC:…

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A: Real Beam : At equilibrium : ∑Fy=0 RC+RD=5×12+12×12×36=60+216RC+RD=276 KN ∑MD=0…

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Q: QI:- The coplanar force system shown in Figure below is subjected to a couple moment (M) and three…

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