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USING AREA-MOMENT METHOD Part I. Determine (a) all the reactions (b) max deflection and (c) slope...
3. 20 Determine the slope and deflection at point Dunder flexure using Moment-Area Method. Flexural rigidity of the beam is El and it is constant 5=5m Results table 0= A= 5 kN 3 kN/m A B S 1 m 2 m * 5m Figure 3.
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame . E is constant. I need it in 30min or 1 h SA E DI 10 ft B-10 k 5 ft A 20 ft +5 Sft E = constant E
Determine the reactions and moments using Slope-deflection method and draw V, M diagram SITUATION 너-B 28 KN y1KH 38 KN/m 1.5T 2/KN-n 1m, 2m SLOPE- DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS, AND DRAW SHEAR AND MOMENT DIAGRAM SOLUTION
i need the answer quickly fast as you can Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame. E is constant 5W/ 10 ft B 10K 5 ft -20 tra- 21 Econstant
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame . E is constant 25% 5k/ E D 10 ft B-10k 5 ft ts -20 ft 51 -21 E = constant
asap Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame. E is constant. 5k/ft E D 10 ft B-10k 5 ft -20 ft tsa -21 E = constant Fig. (4)
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...
Use the moment-area method to determine the slope and deflection at point D of the beam shown.
Question 3: (8 Marks) Apply Moment Area Theorems and Conjugate Beam Method to determine the slope and deflection at points B and C of the beam (Figure 3). El constant. 20 kN 400 kNm 15m 10 m Figure 3
3. (a) Draw qualitatively the deflection curve based on the bending moment diagram. (6) Determine the deflections at B and D, and the slope at Cby the moment area method. (c) Locate the point of maximum deflection in AB and compute its magnitude. (E = 200GPa, I= 10 mm) 25N 3kN/m TI) А в |u2m ofe4m of 3m4