USING THE SLOPE DEFLECTION METHOD, DRAW THE SHEAR AND MOMENT DIAGRAM 3. USING THE SLOPE DEFLECTION METHOD, DRAW THE SHEAR AND MOMENT DIAGRAM.4y= x²- √3x +7 (KN/m)A10mB10mC

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the slope and deflection at C using the conjugate beam method. Show shear and bending moment diagrams between A and B is 5' feet and between B and C is 10' feet. E=29000ksi and I=140in^4
The beam shown below is pin supported and A and roller supported at B. Young's modulus, E, and moment of inertia, I, are constant over the beam. 1) Draw shear and moment diagrams, then sketch the deflected shape. 2) Using the Conjugate Beam Method, compute the slope and deflection at point C. A 8 ft B El constant 8 ft P=15 kips C
: Solve the given beam 2 k/ft -15 ft- +6ft- El = constant E= 29,000 ksi I= 3,500 in.4 Determine the location of maximum deflection by Integration Method b. Determine the maximum deflection Integration Method. Determine the deflection at midspan between A and B by Superposition Method. d. Determine the slope at point A by Moment-Area Method. e Determine the deflection at point C by Moment-Area Method. Determine the deviation of A relative to tangent drawn at B by Moment- Diagram by Parts. g. Determine the deviation of B relative to tangent drawn at A by Moment- Diagram by Parts. h. Determine the deflection at C by Conjugate Beam Method Determine the slope at B by Conjugate Beam Method. f.
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area theorems. 8–35. Solve Prob. 8–34 using the conjugate-beam method. B Probs. 8–34/35 8-38. I *8–36. Determine the slope to the left and right of B and the displacement at D. El is constant. Use the moment-area at D. A= roller. U theorems. 12 k IB D 9 ft 9 ft 9 ft Prob. 8–36 346 СНАРТER 8 DEFLECTIONS
Calculate
6 kN A В C 3 m 6 m
6. Use the moment area method to determine the slope and displacement at C Mo = Pa B
Q 8. Use moment area theorems to find the slope and deflection at end C. Take E = 200 GPa, I = 70x10 mm4 8 kN 4 kN |C D B- -3 mH- -3 m 3 m
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3. USING THE SLOPE DEFLECTION METHOD, DRAW THE SHEAR AND MOMENT DIAGRAM. 4 y= x²- √3x +7 (KN/m) A 10m B 10m C