Using Flexibility Method, please find:
a.Support reactions of the structure
b.Calculate and draw the internal force diagram of the structure
Note :
n = 2 , q = 3,84 , p1 = 38,4 , p2 = 3,84
Using Flexibility Method, please find: a.Support reactions of the structure b.Calculate and draw the internal force...
Using the Force Method, find the support reactions in the beam below. Support at A is a pin and B and C are rollers. EI is constant. a) Draw the free body diagrams of the superposition method b) State the degree of indeterminacy and find a way to convert the structure to a determinate one, draw the FBDs and clearly show the cutting sections and equations of the internal moments c) Find reactions in each support 2.5 N/m 10 m--10m-...
Compute the displacements, reactions and internal forces for the structure shown below using the flexibility method of analysis. You only need to report the displacements at point b. All members have an elastic modulus E = 29,000 ksi
Compute the displacements, reactions and internal forces for the structure shown below using the flexibility method of analysis. You only need to report the displacements at point b. All members have an elastic modulus E = 29,000 ksi
please disregard work For the structure shown below, using the FORCE METHOD determine the reactions at A and at C when a distributed load w =6 kN/m is applied on the column and concentrated load P=20 kN applied on the beam as shown. (Moment of inertia for the beam is 2xl and for the column is 3xl same material. E= 200 GPa and 1 = 240x106 mm. A is a built-in support, the members are rigidly connected at B and...
(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
Find reactions for the beam shown using force method (use table for finding the defections) Assume the values of w1, p1, p2, L1, and L2 put L1=10 L2=15 P1=60 P2=80 W1=100 P2 P1 w1 B с L1 .2
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
Find reactions for the beam shown using force method (use table for finding the defections) Assume the values of w1, p1, p2, L1, and L2 as you want but not zero P2 P1 w1 B с L1 .2
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. I need it in 30min or 1 h 6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
asap Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)