1. Draw the shear and moment diagrams for the beam shown. El is constant. 6 kN/m 10 kN 4 m 4 m 6 m 04/26/2022 08
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- DRAW THE SHEAR AND BENDING MOMENT DIAGRAM OF THE BEAM SHOWN. SOLVE THE PROBLEM USING MOMENT DISTRIBUTION METHOD. W1 P a L1 L2 W2 73 KN/m 219KN 5.4m 9.10m 11m 36.5KN/mDraw the shear and bending momentdiagrams and the qualitative deflected shape for the beamshown.(a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine the deflections at B and D, and the slope at C by the moment area method. (c) Locate the point of maximum deflection in AB and compute its magnitude. (E = 200GPa, I = 107mm4 )
- Compute the slope at point A and deflection at point C of the beam using moment-area method. If L = 6ft, w= 1.5k/ft, I=76.8 in4, and E= 29,000 ksi.Find the end moments for the continuous beam shown using Moment Distribution Method E= 15GPA Diameter of circle= 300mm I at AB= 2 I at BC= 3 I at CD= 4Analyze the frame below using Slope Deflection Method. Draw the Shear and Moment Diagrams.
- find the deflection for B2 (point C TO F) using AMM (Area Moment Diagram)(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .Given (Refer to the pictures): Shear and moment diagram of B2 Requirement: What is the deflection of B2 based on the given references? (KINDLY USE AREA-MOMENT METHOD)
- Draw the shear bending moment diagrams and qualitative deflected shapeWrite shear and moment equations for the entire beam. Draw the shear and moment diagram. Draw the Qualitative Sketch of Deflected Shape. Using Double Intergration find the slope and deflection at point C. Using moment area method find the slope and deflection at point B.USE THE SLOPE DEFLECTION METHOD TO ANALYSE THE BEAM BELOW AND ALSO DRAW SFD AND BMD AND NET BENDING MOMENT DIAGRAM