Homework Answers
Add Answer to:
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...
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)
Ql: For the frame shown in the Fig. (1), check the determinacy and stability then draw...
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....
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...
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...
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...
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...
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 diagra...
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 diagra...
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...
1) Check stability and determinacy of the structure 2) draw free body diagram 3) determine reactions...
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
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a...
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a pin at B and two rollers at D and N. An inclined distributed load is acting between E and K with the horizontal (12 kN/m) and vertical (16 kN/m) components. Neglect own weights and thicknesses of the members. f w 26.667 kN/m, 1.5m Draw necessary free body diagrams and determine the reaction forces at roller supports (D and N) and...
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)
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...
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...
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
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a pin at B and two rollers at D and N. An inclined distributed load is acting between E and K with the horizontal (12 kN/m) and vertical (16 kN/m) components. Neglect own weights and thicknesses of the members. f w 26.667 kN/m, 1.5m Draw necessary free body diagrams and determine the reaction forces at roller supports (D and N) and...
Most questions answered within 3 hours.
-
From past history, the scores on a statistics test are normally
distributed with a mean of...
asked 23 minutes ago -
Calculate the gravitational field strength on the highest peak
of Everest (8848 m above the Earth).
asked 23 minutes ago -
the energy value of carbohydrates is 4.0 cal/g. calculate the
energy in 250 g of carbohydrates,...
asked 25 minutes ago -
i
need the summary of this article “Why I Don’t Trust The Video Games
Cause Violence”...
asked 44 minutes ago -
Draw the reactants and products of the following
reaction:
3-ethyl-2-heptene + HOH → 3-ethyl-3-heptanol +
3-ethyl-2-heptanol...
asked 42 minutes ago -
Determine the ratio of adipic acid and butylene glycol that
should be used to obtain a...
asked 51 minutes ago -
Calculate the ratio of the resistance of 11.0 m of aluminum wire
2.5 mm in diameter,...
asked 44 minutes ago -
Kinkaid Co. is incorporated at the beginning of this year and
engages in a number of...
asked 48 minutes ago -
when setting up a simple pendulum, calculate the string length
required for the period to equal...
asked 1 hour ago -
: A small but very close dense mass of 389 kg is brought close
to a...
asked 1 hour ago -
Create a class called Hotel. The hotel class will track the
current reservations for your one-room...
asked 1 hour ago -
In space, a 4.0 kg metal ball moving 30 m/s has a head on
collision with...
asked 1 hour ago