SITUATION 2.Given the shear diagram below, findthe:25 kN B23 kN EDE-15 kN-29 KN2m4m4m2m4. Value of Distributed Loada. 15 kN/mc. 10 kN/m5. Concentrated Load at Cа. 14 kNc. 25 kNb. 12 kN/md. 13 kN/mb. 15 kNd. 29 kN6. Location of zero moment from theleft supporta. 8.41 mb. 5.91 md. 7.61 mс. 4.50 m

We knowFor udl the SF is linearly varyingFor concentrated load just a uniform lineso,

4. Value of Distributed Load a. 15 kN/m c. 10 kN/m 5. Concentrated Load at C a. 14 kN c. 25 kN 6. Location of zero moment from t left support a. 8.41 m b. 12 kN/m d. 13 kN/m b. 15 kN d. 29 kN b. 5.91 m d. 7.61 m C. 4.50 m

4. Value of Distributed Load a. 15 kN/m c. 10 kN/m 5. Concentrated Load at C a. 14 kN c. 25 kN 6. Location of zero moment from t left support a. 8.41 m b. 12 kN/m d. 13 kN/m b. 15 kN d. 29 kN b. 5.91 m d. 7.61 m C. 4.50 m

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: Assume a 7.5 metre bay width. loads are unfactored. - calculate and illustrate the shear force and…

Q: 15 kN/m 5 kN/m 9 m

A: Given data Simply supported beam UVL Span length I will break the given loading into UDL and UVL

Q: support B? a. 68.145 kN-m b. -68.145 kN-m c. 28.43 kN-m d. -28.43 kN-m What is the final moment at…

A: A indeterminate beam is given with loading as mentioned. To determine The final moment at A The…

Q: SITUATION 5. For Items 12-14. 12. Find the force acting on member FE. a. 1.803 kN "T" 1.Şm H b.…

Q: Question 4 a) Determine the rise in water level h as a result of surface tension between two glass…

Q: Determine the shear force V in the beam at the point located 0.75 m to the right of point B. The…

Q: Problem 3) Determine the maximum positive moment at point C on the single girder caused by the…

A: Determine the maximum positive moment at point C on the single girder caused by the moving load.

Q: 30 kN 2 kN/m Determine the vertical reaction at support 3 kN/m 60KN.m B of the given beam. B 10 m…

A: (d) 61.33 KN

Q: HOMEWORK Draw B.M.D For SP Beam (EI Constant) by Using Moment Distribution Method. 8.6 kN/m 5.2 kN/m…

A: Given a beam with loading ,we have to draw sfd and bmd

Q: 7- A continuous beam and the support reactions are given below. At which location from point A, the…

A: Given data in question Continous beam Span member length Vertical reactions End moments To find…

Q: For the system shown below, find the internal shear force at 1 m from the roller support. | 10 kN 6…

Q: Compute the axial force on Member CE. a. O kN b. 6.5 kN (C) c. 1.75 kN (T) d. 7.58 kN (T). 2 m 5 kN,…

Q: Determine the internal force carried by member BC. 50 kN 50 kN 100 kN D. 4 m B 3 m

Q: P = 10 1.5P KN P KN- A 1.5 m a. 37.5 kN/m b. 21.3 kN/m c. 20.6 kN/m d. 21.9 kN/m GH -3 m -3 m E PS…

Q: Determine the max moment

Q: НОMEWORK raw S.F.D. and B.M.D. for Beam below by using the Moment Distribution fethod. 3.8 kN/m 2.4…

Q: Draw B.M.D For FG Beam (EI Constant) by Using Moment Distribution Method.

A: Consider the free body diagram of the given beam as shown below.

Q: DRAW V AND M FOR THE BEAM LOADED AS SHOWN BELOW. 0 AN/m AN/n s0 AN kN.m D 0.75 0.75 m 0.75 m 0.75 m…

A: ∑MC=0 50 x 2 + 75 - RD x 4 + 30 x 2 x 5 = 0 RD = 118.75 kN ∑MA=0 -12×30×2×13×2 + 50×0.75 + 30×3×3 +…

Q: Determine the resultant moment about points A and B, if Fc = 17 kN, L=8 ft and M = 63 kN-ft A L Fe L…

A: Given data:

Q: 1. Equivalent resultant force. 150 kN b) 110 a) kN c) 90 kN Equivalent resultant moment about the…

A: a: equivalent resultant force:∑FY=0-30-60-40+20+R=0R=110 KN

Q: P = 10 1.5P KN- P KN- F 1.5 m GH -3 m E 1.5 m, IC D 2m 6 m

A: To find force in member EF

Q: P = 10 1.5P kN- PKN- F 1.5 m, GH -3 m E -3m- 1.5 m, IC -3 m D ++ B 2m 6 m

A: P=10kN To find moment about point A

Q: 60 kN 40 kN/m 120 kN • m B - 3 m- Im--Im- 10. Find the maximum shear force. a. 72 kN b. 48 kN c. 132…

Q: Solve for the maximum shear and maximum moment of the simply supported beam. Show the shear and…

Q: For W1=8.9 KN/m, W2=5 KN/m, the resultant of applied loads is WI KN/m W2 KN/m Select one: OA 36.70…

Q: 40 kN

Q: SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN…

Q: Situation 7: The shear diagram for a beam is given below. 22. Which of the following most nearly…

Q: 7. Determine the moment at the supports. Make at least eight distributions. Use Moment Distribution…

Q: Determine the internal force in member jk. 8 kN A 13.33 KN (T) B) 21.33 KN (C) 14.17 KN (T) D 52.00…

Q: Draw S.F.D. and B.M.D. for Beam JZ below by using the Moment Distribution Method. 14.1 kN/m EI EI J…

Q: Draw the shear and moment diagram, and determine e max shear and maximum moment. 30 kN 10 kN/m A 2m…

Q: Draw B.M.D For SP Beam (EI Constant) by Using Moment Distribution Method.

A: Consider the free body diagram of the given beam as shown below.

Q: * wh шд. I 10 kN/m 15 kN/m

A: Equivalent Load The equivalent dynamic bearing load, P, is what's employed in the formulae for…

Q: Question For structure below, complete the missing loading and support data NB: If support A is a…

A: In order to calculate the bending displacement in beams and frames, the moment-area method is one of…

Q: F1 = 3 kN F2 = 11 kN ৪ = 60° - 30° C. F3 = 2 kN A B 2 m 7 m F4 = 20 kN D El 30° F5 = 2 kN 1] What is…

A: 1) Resultant Moment about point B = - 3 sin60o x 5 + 20 x 2 - 2 cos30o x 5 + 2 sin30o x 2…

Q: 3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24…

A: ##Solution of given problem of hydrostatic force on a submerged gate ##

Q: Solve for the maximum shear and maximum moment of the simply supported beam. Show the shear and…

A: To determine the maximum shear and bending moment of the beam and also draw the SFD and BMD.

Q: a. Slope 8A b. Slope Oc c. Deflection Ac d. Deflection AE e. Maximum deflection between support 10…

A: Given:Required:Slope at ASlope at CDeflection at CLet us solve this by moment area method as not…

Q: Which of the following gives the axial load for column BD? a. 22.5 kN c. 82.5 kN b. 62.5 kN d.…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

SITUATION 2.
Given the shear diagram below, find
the:
25 kN B
23 kN E
DE
-15 kN
-29 KN
2m
4m
4m
2m
4. Value of Distributed Load
a. 15 kN/m
c. 10 kN/m
5. Concentrated Load at C
а. 14 kN
c. 25 kN
b. 12 kN/m
d. 13 kN/m
b. 15 kN
d. 29 kN
6. Location of zero moment from the
left support
a. 8.41 m
b. 5.91 m
d. 7.61 m
с. 4.50 m

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

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

20 KN 20 KN ACTIVITY 3 20 KN 10 KN/m 10 KN/m A B PROBLEM 1 20 KN/m TTTT 10 KN/m + C Compute the 10 KN-m 10 KN/m 10 KN/m E F G 10 KN/m reactions at the fixed şupport of Beam KL 10 KN/m K 20 KN/m 1.00 1.00 2.00 1.50 1.00 1.00 1.00 1.00 4.00 All dimensions in meters 0.50
at support D, what is the value of negative shear? a. -40 kN b. -50 kN c. -55 kN d. -60 kN at support D, what is the value of positive shear? a. 20 kN b. 25 kN c. 30 kN d. none of the above
What is the positive max. moment at span AB? a. 25.80 kN-m b. 20.80 kN-m c. 23.80 kN-m d. 15.373 kN-m The positive maximum moment at span AB is located at a distance of _________ from support A. a. 2.50 m b. 1.203 m c. 2.056 m d. 1.503 m
HOMEWORK Draw B.M.D For SP Beam (EI Constant) by Using Moment Distribution Method. 8.6 kN/m 5.2 kN/m EI EI S U 0.5 m 1.5 m
НОMEWORK Draw B.M.D For SP Beam (EI Constant) by Using Moment Distribution Method. 8.6 kN/m 5.2 kN/m EI EI U P 0.5 m 1.5 m
KN/M te 3KN B 1.9M 0.3m 1•6m 2.4 m From the given Beam 9.) Reaction @ A and B Shear and Moment @ C c. Draw the shear and Moment Diagram 2021/12/08 19:53 ..
Refer to the beam below: 5m 11. Determine the degree of indeterminacy. а. 1 с. 2 b. 3 d. 6 12. If a uniform load of 15 kN/m will be loaded on the beam, compute for the maximum shear. a. 37.5 kN c. 31.25 kN b. 75 kN d. 62.5 kN 13. If a uniform load of 15 kN/m will be loaded on the beam, compute for the maximum moment. a. 37.5 kN. m C. 31.25 kN. m b. 75 kN. m d. 62.5 kN. m 14. If a uniform load of 15 kN/m will be loaded on the beam, compute for the maximum deflection. a. 48.82E1 b. 24.21EI c. 3125 EI d. 195.3125 EI 15. If an additional concentrated load of 50 kN will be loaded at the midspan, what would be the maximum moment of the beam? a. 37.5 kN. m c. 31.25 kN. m b. 75 kN. m d. 62.5 kN. m
The variable t after these commands t = (16:-4:1).^2 will be 4 element vector O 4*4 matrix O none of the given matlab will print an error message O O a scalar O
neeed so much fast P = 10
Q1 /Draw S.F.D and B.M.D 60 KN/m 20 KN/m 100 KNm 3m 3m 1m3B Shear Force Diagram S.F.D B.M.D