Q1: For the frame shown in the Fig. (1), check the determinacy and stability then draw...
Q1: For the frame shown in the Fig. (1), check the determinacy and stability then draw the axial force, shearing force, and bending moment diagrams for the frame. 25% 1.2 k/ft Pin OC - 25 k 15 ft 15 k B 20 ft 15 ft D 30 ft Fig. (1)
Ql: For the frame shown in the Fig. (1), check the
determinacy and stability then draw the axial force, shearing
force, and bending moment diagrams for the frame.
I need it in 30min or 1 h
1.2 k/ft Pin 25 k 15 ft 15 k B 20 ft 15 ft А 30 ft — Fig. (1) Fi
i need the answer fast as you can
Q1: For the frame shown in the Fig. (1), check the determinacy and stability then draw the axial force, shearing force, and bending moment diagrams for the frame. 1.2 k/Ft Pin 25k 15 15k B 20 ft 15 ft 30 ft
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4. Finally, draw the shear force and bending moment diagrams for each element. LetE 30 x 103 ksi, A = 8 in,2 , and 1-800 in.4 for all elements. 20 kip 25 ft 25 ft- 40 ft 20...
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...
1) Check stability and determinacy of the structure
2) draw free body diagram
3) determine reactions
4) draw shear diagram
- correct values
- correct shape
- location of the maximum moment on member BC
5) draw moment diagram
- correct values
- correct shape
- location of the maximum moment on member BC
6) draw deformation shape
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all
support reactions. b) Find the expressions for the shear force V
and bending moment M. c) Draw the shear-force and bending-moment
diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V
Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all
support reactions. b) Find the expressions for the shear force V
and bending moment M. c) Draw the shear-force and bending-moment
diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V
Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4 Finally, draw the shear force and bending moment diagrams for each element. Let E 30x 103 ksi, A 8 in2, and I 800 in.4 for all elements. 20 kip 25 ft 25 ft 40 ft Figure P5-4...