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
Homework Answers
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.
Add Answer to:
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...
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...
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....
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...
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...
Use moment distribution method or slope deflection
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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...
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1) Check stability and determinacy of the structure
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- correct values
- correct shape
- location of the maximum moment on member BC
5) draw moment diagram
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- correct shape
- location of the maximum moment on member BC
6) draw deformation shape
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3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear...
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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
4. After computing the reaction forces, draw the axial force N, shear force bending moment M diagrams for the frame below. Neatly sketch its quali deflected shape. Rigid connection Between Beam and colima 5k 80kft Pin connection Between Beam sod cohama eB 10 ft 5 ft 5 ft
3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (q) applied on the beam must add beam self-weight (concrete) to this value b) Uniform live load (qu) applied on the beam. c) Horizontal wind force (H H=12kip 12 x 20 gp-1.4 kip/ft -2.0 kip/ft 14 ft 12" x 12...
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...
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