Analyze the given structure using Slope Deflection Method 30KN/m 100KN D E 5m 10m 15m 5m El - CONSTANT ANALYZE THE FRAME USING SLOPE DEFLECTION METHOD 60KN DRAW SHEAR AND MOMENT DIAGRAM OF THE FRAME 5m A C
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- PROBLEM 1. For the beam shown use VIRTUAL WORK METHOD to determine the value rotation at A given that E = 200 GPa and I= 550x 10 mm4. CALCULATION of the %3D 25 KN 18 KN/m 30 KN-m F C. m 3m. am Im) ImMoment Area MethodDeflection at C and D3. The position of an object at time t seconds, t 2 0, is given by following parar equations x(t) = 212 + 1, |3D y(t) = 3 -t t20 Draw the path of the object for first four seconds of motion, and the time when the pass point (73,-3).
- 4 Use the virtual work method to determine the slope and deflection at point D of the beam (Quie 21 150KN B. D. 5m 5m 5m El constant E=70 GPa 1000 (10%) mma) Determine the magnitude of resultant and its direction measured fro m y axis if Fg - Coo ond 0=20. b) from x- axis 700NUse Virtual Work method to solve for the slope at joint F, horizontal deflection at joint at F, and vertical deflection at joint E of the rigid frame shown. 80 KN 3m D 2m E 21 2m I 3m 30KN B21 3m 20KN OF = 1122.5kN.m?/El Ay = 4437.5kN.m³/El (at E) %3D Answer: AH = 1519.17kN.m³/El (at F)
- Analyze completely the given structure using moment distribution method. Draw the Shear, Moment Diagrams and the Deflected Shape note: use 4 cycles 30KN/m 24KN/m 180KN C VD A I 1.51 21 4.50m + 2m 4m 5mUse the moment-area theorems to determine the rotations and the deflections of the beam. Prendre E = 200 GPa et I = 500 x 10° mm“. %3D 30 kN/m 15 kN.m 35 kN v? I v? 31 5 m 3 mUsing conjugate beam method for a beam in figure below, when EI is constant the deflection at point C is a) -78.33/EI downward c) 53.33/EI A 43m 30KN 3m b) 78.33/EI upward d) 12.5/EI, 2m 20KN УС C 4
- Refer to the beam shown, 75 60 kN/m kN/m 2m 4m 3m 90 kN.m A В D For the beam shown, which of the following gives the value of the deviation of point C relative to the tangent line drawn at A? Select the correct response: 7529.11 kN.m/EI 12835.47 kN.m3/EI -20440.00 kN.m³/EI 5792.52 kN.m3/EIAnalyze completely the given structure using moment distribution method. Draw the Shear, Moment Diagrams and the Deflected Shape note: use 4 cycles SHOW COMPLETE SOLUTIO . 30KN/m 24KN/m 180KN B C D 1.5I 21 4.50m 2m 4m 5mDetermine the vertical displacement of joint K. The cross sectional area and modulus elasticity for each member is A= 400mm2 and E = 200 GPa. Use method of virtual work. 1005KN G T 9m 5.74m 5.74m 40.5KN 40.5KN 5.74m 5.74m 40.18m