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
We need to check the determinacy of frame so by using formula Ds= 3m + r -( 3j + no. of independent equation)
here m is no. of members.=3
. r is no. of reaction.=4,
j is no. of joints = 4
Ds= 3*3+4 -(3*4 + 1) = 0 so the structure is determinate.
Rest question is solved in the following images.



Ql: 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 15k B 20 ft 15 ft A 30 ft Fig. (1)
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)
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
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
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. (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....
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
Draw the shear and moment diagrams for the compound beam shown in Fig. 4-15a. Assume the supports at A and C are rollers and B and E are pin connections. 2 k/ft 5 k 3 k/ft 60 k ft D E 0 ft 6 ft
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free Body Diagrams! 5 k
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free...
a. Draw a complete free-body diagram for the beam shown in Fig.
1. Must show and label x-y coordinate system, support reactions,
loads, and dimensions
b. Derive formulas for all support reactions using conditions of
equilibrium. Must show all work.
c. Using the student variables shown below, calculate beam
support reactions and draw shear and bending moment diagrams. To
receive full credit, support reactions and loads must be shown on a
free-body diagram. Each shear and bending moment diagram must...