USE THE FORCE METHOD TO DETERMINE THE REAGUONS THE SUPOORS, DRAW THE SHEAR AND MOMENT DIAGRAMS....
5. use the force method to determine the reactions at the support draw the Shear and moment diagrams. Assume A is fixed and B is a roller EI is constant Ау Ах Ma By K K ft.k K 15k А 서 3 + 10' 10'
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4 a) By using...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using “Force Method". The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region "DE". ("B" is the roller and "E" is the fixed type of support). [The flexural rigidity: El-40000 kNm"] 60 KN 10 kN/m B (1) (1) D (21)...
Problem 7 Draw the complete axial force, shear force, and bending moment diagrams for each member of the frame shown in Figure 7. Assume A is fixed, the joint at B is a hinge, and support C is a roller.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft, d=3.0 ft, w = 11.5 kips/ft and P = 63 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X B D E a b d For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive...
Determine the reactions and construct final and shear diagrams for the structure. EI is constant. Use a) consistent deformation method and b) Castigliano’s method Determine the reactions, and construct the final shear and moment diagrams for the loading given. The quantity El is the same for each span. 500 kN ay 4 7.5 m 10 m 15m 10m- Determine the reactions, and construct the final shear and moment diagrams for the loading given. The quantity El is the same for...
Problem#2: Use the conjugate-beam method and determine the slope just to the left and just to the right of the pin at B. Also, determine the deflection at D. Assume the beam is fixed supported at A, and C is a roller. El is constant. [35 points] Ma 5 kN m moment at point on conjugaie bea ri shear at point on conjngele beam Ay Im im
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
For the following problems, use the ‘graphical method’ to draw the shear and moment diagrams. 7.49) (Not in 12th ed.) Draw the shear and bending-moment diagrams for the beam AB, and determine the maximum absolute values of the shear and bending moment. 1120 N 1120 N B -200 mm 200 mm