G H 7.5 kN Q A E В D 0.5 m → 1.5 m 0.75 m 0.75 m Symmetrical bar AE is acted upon by 3 forces and connected to ropes at B and D. If the bar is in equilibrium, and P = 18.75 kN and Q = 12.5 kN, how far from B is the weight of the bar located? O 1.75 m O 1.55 m O none of the choices O 1.25 m

G H 7.5 kN Q A E В D 0.5 m → 1.5 m 0.75 m 0.75 m Symmetrical bar AE is acted upon by 3 forces and connected to ropes at B and D. If the bar is in equilibrium, and P = 18.75 kN and Q = 12.5 kN, how far from B is the weight of the bar located? O 1.75 m O 1.55 m O none of the choices O 1.25 m

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Sheet-pile Walls

Section: Chapter Questions

Problem 18.17P

See similar textbooks

Related questions

Q: Situation 4: (15 pts) 0.5 m A structure is subject to pressures in both sides as shown in the…

Q: Determine the Reactions 3 m 3 m --1.5 m--1.5 m- 4 m C 2 m 4 m 5 kN 2 m 8 kN B

Q: 10+B kN 12 kN/m 4+E kN/m 3+A kNm D A 2+C 2 A+3 1+D Determine the reactions at A, B, C, and D.

Q: 4 kN 5.657 m 4 KN 4 kN 4 m 4 m 5 kN 6 kN From the figure, solve for the force in member CF O 10.242…

Q: Problem A: The beam shown is part of a walkway of a gymnasium. The beam ABC can be considered simply…

Q: Determine the required force F2 if the resultant of the forces is to be vertical. Determine also the…

A: dear student as per our company guidelines i am solving first problem only

Q: 1. Determine the horizontal and vertical components of the reaction at A and C. 35 kN/m 8 kN/m 2 m…

Q: P1 = 13.6 kN P2 = 7.25 kN d = 1.25 m P2 P1 P1 D P1 P2 2.5 m A 1. What is the reaction at point B…

Q: 30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total…

A: We have to determine the value of total displacement of joint E as per the given data in the…

Q: Draw the free body diagram and determine all the reation -3 m 3 m- T. 125 kN Hinge 3 m Hinge Hinge 3…

Q: Determine the reactions. 6 m 10 kN/m B 4 m 25 KN 4 m 4 6 m 3 A 000 20 kN/m

Q: olve the reaction of the following beam structure. Show your solution. 1200 kN/m 4.) 2300 kN 2.5 m 3…

Q: (a) Determine the reactions at A and E if P = 800 N. The reactions are positive if to the right or…

Q: 10 kN B y 6 m 3 m 3 m A C D 60 kN

Q: An equilateral triangle plate of side 2.4 m placed horizontally in a liquid (sp. gr. =0.80) in such…

A: side of the triangular platea=2.4marea of the equilateral triangular plateA=34side2A=342.42A=2.06 m2

Q: If load P= 80 kN, find the reaction R

A: follow as given

Q: P and w are 90KN and 85kN/m respectively, determine the following unknowns 1m 1m 5m 2m 2m Determine…

Q: 0.9 m 0.9 m For the force system shown, a) Determine the magnitude and direction of the resultant. B…

A: Answer:- By the help of equations of equilibrium we can find out the resultant force…

Q: Calculate the components of the forces at B and C. A P B D Given: P = 20 kN a = 1.1 m b = 1.3 m c=…

Q: 2. The two tugboats apply the forces P and Q to the barge, where P= 76 kN and Q = 52 kN. Determine…

A: tanθ=3216θ= 63.43°tanα=1224α=26.57°

Q: Determine support reaction for the beam. 10 kN/m 20 kN A C 4 m 4 m 2 m

A: Determine reactions for the beam

Q: Determine the Resultant Force of the Uniformly Distributed Load shown in figure below, and draw its…

A: Consider the figure,

Q: 2.14 The equivalent forces due to water pressure and the self-weight of the dam are shown. Determine…

Q: B 4.5 m. 1.5 m

Q: From the given beam: Calculate the vertical reaction at point B. Use 2 decimal places. |10 kn 2 kn/m…

Q: Q2 A small dam of height h = 2.0 m is constructed of vertical wood beams AB of thickness t= 120 mm,…

Q: Problem 1 5 kN For the following structure: a. Draw the free body diagram b. Compute the support…

Q: B A 20°+ A° 6 m -2 m 3. Determine the horizontal reaction at point A. (N) 4. Determine the vertical…

Q: 100 Kg A C D - 3.00 m -イ 5.00 m 4.00 m 300 Kg

Q: 1. Determine the magnitude of the roller reaction at E. 400 kN 0.6 m 1.0 m -0.4 m 035

A: We have to find the value of reaction at E.

Q: What is the vertical reaction at support A? 50 kN 15 kN/m 150 kN · m A D В 6 m 3 m 3 m

A: As the given beam is in equilibrium we can calculate the support reactions by using the 3…

Q: Analyze the figure shown and solve for the following questions. P1 = 17 kN P2 P2 = 9.5 kN P1 d =…

Q: The hydraulic cylinder extends at 0.5 m/s and determine the angular velocity and the angular…

A: The given figure is shown below:

Q: Determine The buoyant force acting on the heavier sphere in kN 2. The tension in the rope in kN 3.…

Q: From the continuous beam show, determine the Moment at CO, Mcp in kim 250 kN 20 kN/m D 12 m 12 m 4 m…

Q: From the Figure, Determine the following: 80 kN/m 10 kN 20kN/m 业业 B 3 m- 4 m- -1 m- a. Reactions at…

Q: A k 10 m 10 kN/m B

Q: Determine the reactions at the beam shown: P Mo SET A SET B A P 20 kN 15 kN 22 kN.m 3.75 m 4 m Mo…

Q: 9 kN/m 6 kN/m 3 kN/m A B 1.5 m 3 m 1.5 m

Q: Solve by the rigidity method. Solve the following problem with k=50 kN/cm for the horizontal spring…

A: Rigidity Method: An inflexible chart is an implanting of a diagram in an Euclidean space which is…

Q: Problem #6: 20 + A (kN) 5+ B (kN/m). 3 4 В A 4m 2m 2m | 17. Determine the reaction at B. (kN) |18.…

Q: S. Calculate the Vertical reaction of support A. Take E as 8 kN, G as 3 kN, H as 4 kN. also take K…

Q: Oil, SG = 0.83 3 m 1 m Gate 2 m 50° B P

A: sin 50=2xx==2 cosec 50x=2.610mx is length of gatecentroid of…

Q: A pontoon has a mass of 90 x 103 kg abd floats in see water, see figure 4.The pontoon has a length…

A: Answer Calculation of Metacentric Height Metacentric Height is given by GM = BM-BG where BM =…

Q: Calculate the member forces of the loaded structure. 60 kN D 40 kN 7 m

A: According to given data To calculate the member forces of loaded structures

Q: 400 kN 3. B E 500 kh 3 m 3 m Determine the reaction at A. a. 283.33 kN (upward) b. 333.33 kN…

A: To find reaction at support and force in member BE

Q: DETERMINE THE REACTION(S) Ar POINT A AND B. 45 KN 25 kNlm. 0. 60 m A. 65 KN/m 18 KN /m K2,5m* 2.0m

Q: C) With respect to point A. Determine the Moment of the force system showed in Figure 2. 250 kN 1000…

A: to calculate moment about any point we have to find the algebric sum of moments i.e. with…

Q: WA 4-m bar of negligible weight rests in a horizontal position on the smooth planes shown in the…

Q: w (kN/m) A L (m) If L=12m and w=18 kN/m, calculate the vertical reaction at A, kN [Select] B, kN […

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

H
7.5 kN
C
A
E
В
D
0.5 m
1.5 m
0.75 m
0.75 m
Symmetrical bar AE is acted upon by 3 forces and connected to ropes at B and D. If the bar is in equilibrium, and P = 18.75 kN and Q = 12.5 kN,
how far from B is the weight of the bar located?
O 1.75 m
O 1.55 m
O none of the choices
O 1.25 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 by step

Solved in 2 steps with 2 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

The horizontal component for the 60 kN force is? a. 51.96 kN b. 45.94 kN c. 55.96 kN d. 35.96 kN The vertical component for the 60 kN force is? a. 20 kN b. 25 kN c. 30 kN d. 35 kN
The cylinder of weight, W, shown below is being hoisted up with the force F against the vertical wall. If us = 0.57 a. Determine the reaction force (resultant of normal force and frictional force) against the vertical wall. b. Calculate the force, F, needed to set the cylindrical roller in motion W or W1 (in kN) = 516
Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter woter =9800 N/m' a) 3848 KN b) 5547 KN Ocd 7696 KN d) 2770 KN
What is the vertical reaction at support A? A. 35.81 kN B. 46.31 kN C. 50.90 kN D. 51.33 kN What is the vertical reaction at support B? A. 46.32 kN B. 56.32 kN C. 58.32 kN D. 59.32 kN
A 480-kg log is being steadily pulled up the incline by means of the cable attached to the winch on the truck. If the coefficient of kinetic friction is 0.86 between the log and the incline and 0.52 between the cable and rock, determine the tension T which must be developed by the winch. (Answer: T = 8520 N)
Note : point load = 12.289KN/m *3 = 36.867KN . 1) calculate the reaction forces 2) Calculate and draw the Bending moment digram, and what is the value of maximium bending moment ? 3) calculate and draw the shear force digram and what is the value of the maximum shear force ?
I WILL RATE! 1. What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5 kN (to the left) 2. What is the Vertical Reaction at A? A. 11.67 kN upwardsB. 20.33 kN upwardsC. 32 kN upwardsD. 8 kN downwards 3. What is the Vertical Reaction at H? A. 20.33 kN upwardB. 11.67 kN upwardC. 32 kN upwardD. 8 kN downward 4. What is the Vertical Deflection at F? A. 2.74 mm downwardB. 0.42 mm downwardC. 0.36 mm upwardD. 1.17 mm upward
What is the Vertical component (y-component) reaction force at support C? A. 600N, ( + ) upward B. 200N, (+) upward C. 600N,(-) downward D. 200N,( - ) downward SHOW SOLUTIONS
Question 3 5 pts What is the larger vertical reaction of a 6- m simply-supported beam carryinga triangular load which varies from 0 at one support and 15 kN/m at the other support? (Answer must be in kN.)
Set P1_1 = 58 kN , P2_2 = 33 kN . (Figure 1)
Step 2 1st condition Bending moment at hinge D =0 Rc*2 = (3*2)*(2/2) Rc = 3 KN Rc = 3 KN (upward) could you explain where these numbers coming? Why that divided by two? and is formula like this: 3kN/m*2m*2m/2m? 2nd condition Bending moment at hinge F =0 RB*2= (3*4)*(3+4/2)-3*7 RB = 19.5 KN RB = 19.5 KN ( upward) Same this formula If you can explain this like drawing this on paper and write where all meters and number come, that would be help me. If you could also tell the direction, where you would calculation them
Water flows at a rate of 3 m3/s through a 300 mm diameter pipe in which there is a 90 degreebend.(a) if the pressure at the entrance to the bend is 450 kN/m2 (absolute), determine the total force necessary to anchor the bend. FricLon losses can be neglected (b) if the bend was only 60 degree, by how much would the anchoring force change?