SITUATION 2: The cantilever beam shown is fixed at C.Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/mCalculate the moment (kN-m) at C.a.25P.b.100C.125d. 150Calculate the torque (kN-m) at C.a.10b.12C.18d. 15Calculate the shear (kN) at C.a.60b. 20C.40d. 80

Using concept of bending moment ,shear force and torque

SITUATION 2: The cantilever beam shown is fixed at C. Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m Calculate the moment (kN-m) at C. а. 25 P. b. 100 c. 125 d. 150 Calculate the torque (kN-m) at C. L. a. 10 b. 12 C. 18 d. 15 Calculate the shear (kN) at C. а. 60 b. 20 C. 40 d. 80

SITUATION 2: The cantilever beam shown is fixed at C. Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m Calculate the moment (kN-m) at C. а. 25 P. b. 100 c. 125 d. 150 Calculate the torque (kN-m) at C. L. a. 10 b. 12 C. 18 d. 15 Calculate the shear (kN) at C. а. 60 b. 20 C. 40 d. 80

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: Refer to the beam shown below. P = 85.50KN 75 P (kN) 60 kN/m kN/m 2m 1m 3m 3m 90 kN.m A B C D E a)…

A: As simply support beam is given and no inclined and horizontal load is acting on beam so, only…

Q: Determine the shear and bending moment at point B of the beam shown in Fig. 5.4.

Q: 47 kN/m 45 KN 144 kN-m

A: let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support A in…

Q: Problem IV. Refer to the beam shown below. Internal hinges are installed at points C and E. Given:…

Q: 25 kN/m 12 kN 15 kN I (m) 6 10 12

A: 1) Introduction : The torque that holds a beam together is called the bending moment (anywhere along…

Q: Problem 12.2: Calculate and draw the shear and moment diagrams for the loading shown in the figure…

A: Step 1

Q: What is the maximum value of moment at D in KN-m?

A: We will apply the concept that moment at hinge is zero if no external moment is applied.

Q: 100 KN 60 kN 3m J G 4m 3m 40KN D 3m A Second Level: 100 KN 1.5m H B First Level: 100 KN 3m 60KN 1.5m…

Q: For AC Beam Below Determine Moments and Reactions at Supports by Moment Distribution Method. 10 kNm

Q: P2.52 Example 2.5 calculated the force on plate AB and its line of action, using the…

A: In this problem we have to asked expression of the pressure variation along the plate and integrate…

Q: 180 kN 50 kN 10 kN/m 150 kN-m 3 A 8m 6m 16m 12m

Q: 20 kN/m 60 kN A E в с D -8 m+ -4 m+4m- -8 m - El = constant E= 70 GPa 1= 800 (106) mm+

Q: 42 kN 48 kN 3.6 kN/m hinge 250 kN•m B CDE 3.5m 4.5m 2m 3m 6.5m 1.Sm 1.5m Figure 5 a. Draw the…

A: The bending moment is equal to the vertical sum of all the forces is defined as equal to the…

Q: Without drawing the Shear and Moment Diagram, determine: a. The shear at 4 m from the free end. b.…

Q: roblem III. Refer to the beam shown below. 99 kN P (kN) kN/m 75 60 kN/m 3m 90 kN.m 2m 1m 3m A в с E…

A: Given, the above is simply supported having a length of 9m the beam is loaded with combinations of…

Q: 5. The maximum moment about point O created by the force P is 50kN. If the distance x measures 30…

A: Determine the position theta of the boom and the magnitude of force, P.

Q: I0 KN 20 KH/m 18 3m 2 7. Solve for the reaction of support A 8. Solve for the reaction of support D…

Q: Problem III. Refer to the beam shown below. Given: 81 P (kN) 75 P (kN) 60 kN/m kN/m 2m 1m 3m 3m 90…

Q: Problem IlI. A beam shown in Figure 1 is subjected to loads as shown. 59 kN 38 kN/m B 120 kN.m 68 kN…

Q: 1000kN 500 kN.m s0kN/m A ARE 4 m 4 m 4 m 6 m 4 m

Q: Determine the bending moment at point B If P=80 KN , W=18 KN/m , M = 58 KN.m w kN/m PkN MkNm 3 m 3 m…

A: To find:- Bending Moment at B

Q: For the structure shown below, the fixed- :end-moment at joint C (FEM CB) is 20 kN/m 60 kN E C +…

Q: 4. For the given moment diagram, draw the shear and actual load (indicate the reactions) diagrams.…

Q: 50 kN 40 kN/m 60 kN- B A 3 m 1 m

Q: 100kN 20kN 2° -80KN -100kN 2 m 2 m 1 m 3 m

Q: Problem 12.2: Calculate and draw the shear and moment diagrams for the loading shown in the figure…

A: Vertical force∈FY=0AY+BY=1+22+1×5+13×5.75×5=16.083Kip Moment about B…

Q: Draw the shear and moment diagram of the beam shown. 4 KN/m 69 kN 3 kN/m 10m 30 m 10 m RB Rc = 25 kN…

Q: 1.5 kN/m -3 m

A: Given data-

Q: 10 kN/m 0.6 m 2.0 m 0.8 m 2.0 m

Q: If the force of the smooth roller at B on the bar bender is required to be 1.5 kip, determine the…

Q: Problem 12.2: Calculate and draw the shear and moment diagrams for the loading shown in the figure…

A: Step 1

Q: P2 = 20 kN P1 = 30 kN W̟ = 12.5 kN/m Wp = 7.5 kN/m WL = 10.5 kN/m : 4.5 kN/m WD В 3 m 2.5 m 10 m 8 m

Q: Shear and Moment Diagram Refer to the beam shown below. (P= 207.00 kN) Determine the support…

A: Maximum Positive Bending Moment = 782.957 kN-mThere is no Negative bending Moment in the beam.

Q: For the beam shown in the figure, Determine the following unknowns where L1 = 5m, L2 = 3m, and the…

A: The values and diagram given in the question are as follows: L1=5 m L2=3 m Moment reaction at fixed…

Q: Draw the shear and moment diagram of the beam shown. 4 KN/m 60 kN 3 kN/m B. A D 10m 30 m 10 m RB =…

Q: Draw the shear and moment diagram and determine the maximum shear and the maximum moment and their…

Q: Problem II. Refer to the beam shown below. At point C is an internal hinge. 80 kN/m 60 80 kN/m kN/m…

A: a) ∑Mc=0 60×1×12 + 12×1×(80-60)6×1×13×1 + 60×4×(1+2) + 12×4×(80-60)×(1+23×4) - RE×3 + 160×5 = 0 RE =…

Q: Use the graphical method to construct the bending-moment diagram and identify the magnitude of the…

Q: P (kN) kN/m 75 60 kN/m 2m 1m 3m 3m 90 kN.m A C E a) Determine the support reactions. b) Calculate…

Q: For the beam presented below: a) What is the degree of indeterminacy; b) Determine the moment…

Q: Problem III. Refer to the beam shown below. Given: 81 P (kN) 75 P (kN) 60 kN/m kN/m 2m 1m 3m 3m 90…

Q: 12 130 kN 12 kN/m B. m 3 m- 3 m 10 m

Q: Problem II. Refer to the beam shown below. q (kN/m) = 21 q (kN/m) P (kN) = = 94.50 -6 m- 3 m- a)…

Q: 75 kN 60 kN 35 kN/m A B 120 kN-m 2.5 m 3.5 m

A: A loaded beam is given and it has been asked to determine support reactions and to draw shear force…

Q: Problem 6 A force system is shown below. 50 N 90 N 40° 40 N-m 0.40 m 0.80 m 100 N a. Determine the…

A: Given:- a force system is given

Q: Calculate the reactions and draw the shear and moment diagrams. 4 kN/M 40 kN 35 M,=15 kN-M A B 2.5 M…

Q: What is the value of the maximum negative moment? * (kN)k 2 1.6 2.4 36 16 20 x (m) -24 -40 -30 kN.m…

Q: 1000 kN 500 kN.m 50KN/m 4 m 4 m 4 m 6m

Q: What is the value of the bending moment diagram at point D for the beam shown? 120 kN 120 kN 150 kN…

A: Figure is as shown

Q: Calculate the resultant force of the distributed load on the beam shown below MA=- 12000x 5 -…

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

SITUATION 2: The cantilever beam shown is fixed at C.
Given: L=2.5 m, a=0.3 m, P=40 kN, w=8 kN/m
Calculate the moment (kN-m) at C.
a.
25
P.
b.
100
C.
125
d. 150
Calculate the torque (kN-m) at C.
a.
10
b.
12
C.
18
d. 15
Calculate the shear (kN) at C.
a.
60
b. 20
C.
40
d. 80

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 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

a. What is the absolute maximum shear in the beam? (in kN) b. What is the location of the absolute maximum shear from the left end of the beam? (in m) c. What is the absolute maximum moment in the beam? (in kNm)
Given a shear diagram: 1. Which of the following most nearly gives the location of maximum moment from the left support? a. 1.78 m b. 3.26 m c. 4.23 m d. 6.23 m 2. Which of the following most nearly gives the maximum positive moment? a. 100.00 kN.m b. 83.93 kN.m c. 76.33 kN.m d. 54.32 kN.m 3. Which of the following most nearly gives the location of the point of inflection from the left support? a. 4 m b. 3 m c. 2 m d. 1 m
Application of Equilibrium Solve for the value of unknown variables Given : P1 = 10KN W1 = 5 KN/m P2 = 6 KN W2 = 10 KN/m θ= 58° a.Unknowns: RAy , RBy , RBx , MB b. compute the internal shear 1.35 m to the right of support A
look for: a. Reactions b. Shear and Moment Diagramc. Maximum Momentd. Equations w=022 Kn/m
A beam is loaded as shown in FIGURE X.1. Which of the following gives the max. shear? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN2. Which of the following gives the max. positive moment? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN3. Which of the following gives the location of max. pos. moment from point B? a. 2.25 mb. 2.75 mc. 2.5 md. 2.35 m
Draw the normal force, shear force and moment diagram of the structure AB = 2 m, BC = 1 m, CD = DE = 2 m
The frame (Figure 1) has dimensions H1 = 4 m , H2 = 3 m , L1 = 5 m , and L2 = 10 m and supports two lateral loads P1 = 10 kN and P2 = 12 kN . a) Use the portal method to determine the shear at J. VJ = ? b) What is the vertical reaction from the ground on the base of the column at AA? Let a positive reaction be pointing upward. Ay = ? c) What is the vertical reaction from the ground on the base of the column at B? Let a positive reaction be pointing upward. By = ?
Consider the object shown. Suppose that P = 390 N . Follow the sign convention. A) Determine the internal normal force at point C. NC = ? B) Determine the internal shear force at point C. VC = ? C) Determine the internal moment at point C. MC = ?
Calculate the critical shear Vu in kN.0
GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is the maximum shear in Beam D-E-B? B. What is the maximum moment in Beam A-B-C?
M = 8 kip*ft , P = 8 kip , w = 1.3 kip/ft Determine the internal normal force, internal shear force, and internal moment passing through point E.
Given : M1 = 400 kN-m M2 = 500 kN-m M3 = 600 kN-m P = 150 kN w1= 60 kN-m w2 = 120 kN/m a = b = d = 6 m c = 4 m Determine the following: a. The maximum positive shear (in kN). b. The maximum negative shear (in kN). c. The maximum positive moment (in kN-m). d. The maximum negative moment (in kN-m). e. The location of maximum shear from the left end of the beam (in m). f. The location of the maximum moment from the left end of the beam (in m). Kindly Draw the Shear and Moment Diagram. Compute for all of the necessary elements, Include the proper units, use the proper formula and round-off all the answers and final answers to 2 decimal places.