Draw the shear and bending moment diagrams for the beams shown. Also, determine the maximum shear and moment values. (100 pts) 3 kN 6 kN RA 2m 2m 4 m 6 m RB
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- USE SLOPE DEFLECTION METHOD Given the indeterminate beam, find the moment at Bin span BC Mac in kNm. EI is constant 10 KN 5KN/m Sm 2m O Zoom mage O -881 O -11225 -633 -3.995a llı. Gmail > pdf.läluul O1: Determine the forces and state if its tension or compression in members AB, AH, BH, BG, BC and HG? Cable D 4m A F 100KN 200KN 3m 3m + 3m 3m+ Q2: For the frame shown below, determine the pin reactions at D and F on member BG? 500N 3m F 4m 300N D 4m + 3m 3m 3mPART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 20 kN/m E A Hinge B -Sm -5 m-s mt-s m- 10 m
- 2/86 If the resultant of the loads shown passes through point B, determine the equivalent force-couple system at O. 45 kN 54 kN 1.2 m t0.9 m t0.9 m -X- A OB 18 kNENGR 234: Statics 10-W: Simplification of Force-Moment Systems F4-19. Replace the loading system shown by a single resultant force acting at A and a single couple moment acting at A. State your answer as a resultant force magnitude and angle from the + x-axis, and as a moment magnitude with a CW/CCW designation. 900 N\30° 300 N 300N•M A 0.75 m 0.75 m 0.75 m 0.75 m Solution Strategy: 1. The planar nature of the problem lends itself to Scalar Analysis. 2. Resolve the 900 N force into its x- and y-components. 3. Using Scalar Analysis, compute the moments due to the forces: Use the Principle of Moments for the 900 force (i.e. use its components). The 300 N force already has an easily identifiable perpendicular distance to A. Keep track of the senses of these moments. 4. Determine the sense of the 300 N m couple, and then add this to the moments found in step 3 to find a single resultant moment at A. 5. Sum the forces in x and y and then combine them into a single resultant force in the…PART 2: For the given Statically Determinate Beams, Perform the following. a. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 60 kN/m- 30 kN/m J A C Hinge -B - 5m- -10 m
- PART 2: For the given Statically Determinate Beams, Perform the following. a. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 75 kN 25 kN/m S AF В C D -6 m- -6 m- -6 m-PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. c. Draw the Elastic Curve С. d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 90 kN 135 kN M A В C -3 m 3 mDraw shear force and bending moment diagram for the beam shown below. 1200 N 1000 N 800 N 200 mm 50 - 150 mm 100 mm D ] A B 250 mm RD RB
- PART 2: For the given Statically Determinate Beams, Perform the following. a. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams c. Draw the Elastic Curve С. d. Indicate where the Point/s of Zero Shear е. Indicate where the Point/s of Contraflexure 30 kN/m 45 kN/m L B -6.5 m- -10 m-Which of the following gives the bending moment at point A on the beam shown? (kN m) 80 KN - m 90 KN ✓ 50 kN/m ✓ 4 A D Lamhamd 6 m- 75 KN 4 m. O zero 895 O 1000 375 ŽIN. B 75 kN m-а) Calculate the support values b) Draw the cross section effect value diagrams 3kN/m 10KN 6kNm B 1m 0.75m