For the beam shown in Fig. 1, determine the reactions at all supports by using the slope- deflection method. El is constant. 12 kips 2.5 kips/ft C A Bana 6 ft 9 ft Fig. 1 9 ft D
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- Question 5a) Analyse the beam below and draw the shear force and bending moment diagrams. Use the conjugate-beam method to determine the slopes at the ends A and D and the deflections at points B and C of the beam shown in Fig. 1Q2: For the beam shown below in (fig 2), calculate the location of the centroidal axis ?̅, forthe cross-sectional area of the T-beam, after that find the moment of inertia I?̀ about the ?̀axis.Given fixed beam using conjugate method determine all reactions at support find the maximum deflection given E=2.15x10^7 kpa and I=0.05 m^4
- For question 3.6, the horizontal deflection of joint C is nearest toQuestion 1. Determine the vertical deflection under the load and point D of the beam shown in the figure below using the method of virtual work. (EI is constant) P=7 kNDetermine the vertical deflection of joint D produced by the 30 kip load as shown in the figure below. Using Castigliano's Theorem Method. A = 2in^2E = 9000 kips/in^2
- For the beam shown, EI = constant, E = 200 GPa and I = 6x10⁶mm⁴. Determine the following: A. Slope at B B. Deflection at C C. Location of the maximum deflection D. Maximum deflectionIf E = 200,000 MPa and I = 1050x10^6??4 for the beam below, determine the: a) Deflection at C using the double integration method b) Deflection and slope at midspan using the area moment method.Using slope deflection method, find the reaction moments at support'of the continuous beam Fig4. E is const.
- For the truss shown below, determine the horizontal deflection of joint B by using the virtual work method. AE is constant. Take E = 200 G Pa and ? = 1200 ??2.Analyze the propped beam loaded as shown below: use either double integration or area moment method. Determine the reaction at the roller support. Determine the deflection at midspan of the beam. Determine the slope at 2m from the roller support. Determine the moment reaction at the fixed support.3. Use the area-moment method to determine the slopes at end A and the deflections at points B of the beam shown below.