Part A.) what are reaction forces Cz act and Mcpart C.) as shown Part d.) as shown please include FBD and shear force diagram :) ▼Part C-Shear and moment values for segment 1Draw a free-body diagram of the segment {0 < x < 8 ft) on paper and calculate the internal shear, V, and moment, M, over this segment.Express your answers as integers separated by a comma. Assume positive moments act counterclockwise.► View Available Hint(s)V, M =SubmitVG ΑΣΦΑ1V, M =vecPart D-Shear and moment expressions for segment 2SubmittDraw a free-body diagram of the segment 8 < x < 14 ft on paper. Write expressions for the internal shear, V, and moment, M, over this segment.Express your answers in terms of a separated by comma. Assume positive moments act counterclockwise.► View Available Hint(s)V—| ΑΣΦ ↓↑ vec?kips, kip-ft?kips, kip-ft The cantilever beam shown is subjected to a moment at A and a distributed load that acts over segment BC,and is fixed at C. Determine the reactions at the support located at C. Then write expressions for shear andbending moment as a function of their positions along the beam. Finally, use these expressions to constructshear and bending moment diagrams.120 kip-ftA8 ftPart A - Reactions at support CB5 kips/ft6 ftC1-X4Draw a free-body diagram of the beam on paper. Use your free-body diagram to determine the reactionsat support C. Assume positive moments act counterclockwise.Express your answer as integers separated by commas.

Cantilever beam with moment at free end and distributed load acting over segment BC is given. We…

Answered: Part A.) what are reaction forces Cz…

Part A.) what are reaction forces Cz act and Mc part C.) as shown Part d.) as shown please include FBD and shear force diagram :)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 450 N parallel to Y axis 350 N parallel to X axis 10 n 10 m 250 N parallel to Z axis 1. Replace the…

A: 1. Replace the three forces shown by a resultant force R through and a couple.

Q: IS

Q: Determine the following a. Resultant force at C b. Resultant force at D c. Resultant force at E…

A: Determine the following. a. Resultant moment at A b. Resultant moment at D c. Resultant moment at E

Q: The figure shown is a beam subjected to varying loadings and a point load. a) Determine the…

Q: Item 1: Solve the magnitude of the bar force of members BC, CD, DE, and DF Member Force BC CO DE DF…

Q: Calculate force in DE and DF

Q: 2. 20 KN/n 4m Am

A: Draw free body diagram of the given beam Find the redundancy of the beam. No. of reactions - no. of…

Q: The moment of the following * force about point O is

A: To find the moment of a force, the formula is as follows Moment = Fperpendicular x Distance from O…

Q: determine the magniturde, direction and position of the resultant of the forces show

A: Free body diagram -

Q: +y A B a +x 12 Three coplanar, concurrent forces at O Horizontal component of force B will act…

Q: From the list below, select the assumptions needed for a neutral axis to pass through the centroid…

A: The neutral axis always passes through the centroid of the cross sectional area and is found out by…

Q: What is reaction at roller support B

Q: When plotting an influence line for moment, what should be the ordinate? Group of answer choices…

Q: PROBLEM 2 A steel bar is bolted to another solid steel structure as shown in Figure 2. A force 400…

A: Introduction- Reinforcing bars, or rebars, are another name for steel bars. It's a steel wire mesh…

Q: Calculate the forces in members BC, BF, and EF.

Q: Could you explain how to get the reaction A and reaction at B it is in the given datat but assume it…

Q: 1 kN I KN 1 kN 1 kN 1 kN 2 m 2m H 2 m G 2m 2 m E

Q: The wooden strut is subjected to the loading shown. Draw the state of stress at point C on an…

Q: 12m 40 KN LLLL + 240 kw-m 2 12 m f 20 kN-M EI = 100.000 kn-m² 10 m² 144 Hit

A: Given:- EI = 100.000 KN-m2 To find:- Shear force and bending moment diagram

Q: 15kN 15KN 10KN/m 10KN/m 2m- -2m- 3m- 5m -5m 5m 5m -5m

A: We have calculate share moment diagram and calculated solution by step by step.

Q: 550 N 35 400 N 75 450 N 60 700 N 40 500 N -350 N 100 N

Q: Find the resultant force of the given forces below act on ring in equilibrium. A = 23 N, 45° N of W…

A: Given: The force A is 23 N. The direction of force A is 45o N of W. The force B is 18 N. The…

Q: a) In constructing the influence line of an indeterminate beam, the ordinates of a number of points…

A: 1.a the influence line of statically indeterminate structure can be obtaioned bystatic equilibrium…

Q: F=2580 lb 4 A 28 ft В 2) Find the resultant force from the force reactions found at B in problem 1.…

A: Consider the figure,

Q: Question Bank - Centroids Determine the ratio a/b for which the centroid of the composite curve will…

A: To find ratio of a and b

Q: 10 kN В L. y 6 m 3 m D 3 m C A 60 kN

Q: 3. B A(-3, 1, 1) 17KN =D ( 0₁0₁4) 1 1 y Read: B (2,3,0) --> X (x, y, z) & C (3, 2, 1) All member…

A: Express each member force as a Cartesian vector. Then applying equilibrium equations at joint D. The…

Q: The load at A creates a force of 60 lb in wire AB. Express this force as a Cartesian vector acting…

A: Given: F = 60 lb The A vector be, from the point B,

Q: For the beam shown below, use your preferred method and determine: a. The reactions at the supports…

Q: 2. vertical beam forces are applied to a of the cross section shown. Oetermine tensile and…

Q: . Resolve the vector force into its components in the Figure shown. *

Q: 2. Determine the forces which the pins at A and B exert on the two-member frame which supports the…

A: Given: The mass of the crate is 100 kg. Consider the free body diagram of the system,

Q: PROBLEM. 2 a) In the concrete-beam show in the figure given below indicate (by drawing) the main…

Q: y |F1 M1 Beam 1 Beam 2 Beam 3 V. (a) (b) M 0. (e) (f) (h)

Question

Part A.) what are reaction forces Cz act and Mc

part C.) as shown

Part d.) as shown

please include FBD and shear force diagram :)

▼
Part C-Shear and moment values for segment 1
Draw a free-body diagram of the segment {0 < x < 8 ft) on paper and calculate the internal shear, V, and moment, M, over this segment.
Express your answers as integers separated by a comma. Assume positive moments act counterclockwise.
► View Available Hint(s)
V, M =
Submit
VG ΑΣΦΑ1
V, M =
vec
Part D-Shear and moment expressions for segment 2
Submit
t
Draw a free-body diagram of the segment 8 < x < 14 ft on paper. Write expressions for the internal shear, V, and moment, M, over this segment.
Express your answers in terms of a separated by comma. Assume positive moments act counterclockwise.
► View Available Hint(s)
V—| ΑΣΦ ↓↑ vec
?
kips, kip-ft
?
kips, kip-ft

The cantilever beam shown is subjected to a moment at A and a distributed load that acts over segment BC,
and is fixed at C. Determine the reactions at the support located at C. Then write expressions for shear and
bending moment as a function of their positions along the beam. Finally, use these expressions to construct
shear and bending moment diagrams.
120 kip-ft
A
8 ft
Part A - Reactions at support C
B
5 kips/ft
6 ft
C
1
-X
4
Draw a free-body diagram of the beam on paper. Use your free-body diagram to determine the reactions
at support C. Assume positive moments act counterclockwise.
Express your answer as integers separated by commas.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

VIEW

Step 2: A) Consider FBD of beam

VIEW

Step 3: C) Calculate shear and moment values for segment 1

VIEW

Step 4: D) Calculate shear and moment values for segment 2

VIEW

Step 5: Draw SFD and BMD diagram

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 5 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Compute for the Shear and Moment Equation each segment (kindly include the FBD). Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.
Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed Shear and Moment Diagram indicating values.
Question 4 In the frame shown, members ACE and BCD are connected by a pin at C and by the link DE. For the loading shown, determine the force in link DE and the components of the force exerted at C on member BCD. Take F = 60KN. 160 mm 60 mm 80 mm -150 mm- 50 mm 100 mm
The simply supported beam is subjected to the force F-550 N and the uniform distributed load with intensity w = 120 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Take z = 0 at point A. ру F Vc A wwwm k a b с 5.80 m 3.48 m 3.19 m Support Reactions The reaction at A is The reaction at Dis W a V(x)= In section BC: V(x)= In section CD: V(x)= Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value B N. N. Shear Force and Bending Moment Equations In section AB: N and M(x)= N and M(x)= b N and M(x)= 2013 Michael Swanbom 030 BY NO SA N-m. N-m. x N-m.
Rigid AD rod in the figure, at points A and C with two vertical elastic bars articulated at the ends vertical from point D to P intensity while standing horizontal the force is affected. Elongation stiffness of ela stic bars EA and their length is L. According to this, a) The forcesthat will occurin the elastic bars, b) the displacement of the D point of the rigid bar, c) Calculate the support reaction at point B. EA,L A B D. EA.L rijit Fa + a 2a-
a triangular distributed load and couple moments M1,.., M6 are applied a rigid frame 1.... structure which has a fixed support at A. Distributed load is in the negative z direction and couple moments are parallel to one of the x, y or z axis. All members of the frame structure are rigidly connected and parallel to one of the x, y or z axis. Find the support reactions. (Neglect the dimensions of the frame members) ZA E M6 A e D B d M2 Ms b F b d M2 (Nm) | (Nm)| (Nm) M1 M3 M4 M5 M6 a e (N) (Nm) (Nm)| (Nm) (N/m) (deg) (deg) (deg) (m) (m) (m) (m) (m) 100 100 150 200 50 50 60 70 2 2 3 2 3
For the beam shown below, let wo = 16 N/m, W₁ dimensions are in m. 0 1 Wo ↓ = 10 N/m, and M = 16 N/m. All W₁ min 1 1 2 3 4 5 7 Figure 2 Loaded Cantilever Beam L 6 1 8 a. Find the reactions at A. b. Find the loading function q(x) using singularity functions. c. Find the shear and moment functions V(x) and M(x). M 9 m d. Determine and plot the shear diagram for the given loading conditions. e. Determine and plot the moment diagram.
I. Write about the effecets of the Stability and Determinacy of Engineering Structures on the economical of the structures in design. 2. For the structural beam shown, noting that the internal hinges lies in the midspan of the beams; find the following a. Draw the shear and bending moment diagrams b. Construct Influcnce Lines for: (Re. Re. Sp, St. St. Me, Si) P= 70KN, W= 11KN/m, Z Sm ,y= 4m, x=4m
a plate is supported by rods a and b as shown. a 500-lb force f1, and an 800-lb force f2 are applied to the plate through a smooth pin. If rod a breaks, determine the magnitude of force fb and the angle of inclination of rod b with respect to the x-axis if the resultant r of the three remaining forces equals zero.
None
la.) > M A Tiok q' B Find the reactions. Draw and label the V and M diagrams. Fill in the blanks. Write the equations for q, V, and M in the ak region 6
Determine the reactions and draw the shear and moment diagram of the indeterminate beam given below using Consistent Deformation Method. Consider the support reaction at point E to be the redundant. 50 k 50 k C E B D 8 ft - 8 ft 8 ft 8 ft 21 I E = constant