12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below....
its a very good question of structural analysis please help this is a tricky question of structural analysis please help 8) 5. Use the moment-distribution method to analyze the structure shown. Draw shear and bending moment diagrams. On both diagrams, for each member, label the magnitudes of maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members have the same El value and are inextensible. W=10&N/m 52 AN бm AN 5m 2m 12 m 12m
For the structure shown below, compute the reactions and draw shear and bending moment diagrams. On both diagrams for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). 8OKN 5m o m /8 m
Its a challenging questions please help thanks May 2019 - 16-Civ-A1 Page 6 of/ Select and answer ONE QUESTION ONLY from Questions #6, #7 or #8. (22) 6. For the frame shown below, using the moment-distribution method or the slope- deflection method, calculate and plot the shear force and bending moment diagrams. On both diagrams, for each member, label the maximum and minimum ordinates (Minimum ordinates are frequently negative values.). All members are inextensible and relative values of El are...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1 Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use moment distribution method or slope deflection method. The frame shown if Fig. 2.1 is supporting a lateral load of 60 kN and a gravity load of 50 kNIm. Neglect the weight of the members (a) Determine th reaction forces. (b) Draw the axial, shear, and bending moment and qualitative deflected shape diagrams of the frame. Specify values at a change of loading positions and at all points of zero shear and moment. Use slope-deflection method 2m Fig. 2.1 w...
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Analyze the frame shown in the figure using both Slope Deflection and Moment Distribution Methods Draw the V, and M diagrams 20 kN/m SEI BEI CEI 2E1 2E1 3 m JE - 3 m - - 3 m - - 3 m - - a) Analyze the frame shown in the figure using both Slope Deflection and Moment Distribution Methods b) Draw the V, and M diagrams.
(can be solve by slope deflection ) Using displacement method of analysis: (a) Draw bending moment diagram; (b) Draw shear force diagram; (c) Draw axial force diagram; (d) Find nodal displacements and rotations at B and D. P=30 kn H=60 KN B EI DI EI E 1 2EI pin fixed 8m
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
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