If the weight of the W in the following figure is 135 KN. determine (By) the component of the pin reaction at B on member AB. Given : a = 1.4 m and b = 0.7 m %3D b a + a B. b .Cords 4 3 12 A •X A. By = 67.50 KN B. By = 54.00 KN %3D C. By = -51.44 KN D. By = -67.50 KN 5

If the weight of the W in the following figure is 135 KN. determine (By) the component of the pin reaction at B on member AB. Given : a = 1.4 m and b = 0.7 m %3D b a + a B. b .Cords 4 3 12 A •X A. By = 67.50 KN B. By = 54.00 KN %3D C. By = -51.44 KN D. By = -67.50 KN 5

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Related questions

Q: QUESTION 3 For the beam show in figure 2, determine: (a) The reaction at the supports in term of the…

A: Given data P = 6 kn w=2kn/m

Q: 4. Determine the displacement at point D. El is constant. Freed B Pinned 5 kN/m D

Q: CLO 1: Determine the maximum bearing stress in MPa if P = 115 kN. Pa IT asomm 28.395 45.176 32.467…

A: P=115kN

Q: 10 What is the shear force value (kN) at support B? 5 kN/m A 4m 平子

A: The FBD of the given beam is shown below: Taking equilibrium conditions: ∑fy=0VA+VB=20 Taking…

Q: 24 KN/m 30 KN AC C B 3 m 5 m 3 m

A: Using slope deflection method

Q: 9- What is support reaction force (kN) at support A? 20 kN 3m 1,5 m Bos birak

A: Finding out support reactions at A.

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: Situation 1 - A small dam of height h = = 2.2 m is constructed of vertical wood beams of thickness t…

Q: Problem #1 X N/m Y N/m B Am В m 1. What is the total resultant vertical load in the beam AB? (N) 2.…

A: X=429 N/m Y=29 N/m A=2m B=9m From the question, we can see that there is a combined loading…

Q: termine the reactions at support and thne forces acting on each member. By applying 1 uni oad…

A: In addition to its initial horizontal speed, a projectile's horizontal displacement depends on its…

Q: Figure P.2.2 P.2.3. A truncated conical bar was subjected to an axial load P as in Figure P.2.3.…

Q: Which of the following gives the tension at BC? 32.25 kN а. 35.26 Kn b. С. 26.23 kN d. 20.23 kN 6 m…

A: The given figure is shown below:

Q: PROBLEM NO. 3 A uniform bar AB is resting in a horizontal position on smooth inclines as shown…

Q: Dam ABC is made of concrete 22 kN/m³. Determine the hydrostatic force and its moment about point C.…

A: Draw the free-body diagram of the dam. The unit weight of the concrete is γc=22 kN/m3. The unit…

Q: 4. Block B weighs 200N and block C weighs 100N. See Figure4. Determine the weight of block D and the…

A: ASKED: To determine the weight of block D and angle θ for equilibrium. Given, Weight of block B =…

Q: Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m²…

A: We have to find the value of displacement and the constraints forces as per the given frame in the…

Q: If M₂ = 280 kip-ft, find the magnitude of the bending stress at a point H. For the bear cross…

Q: A horizontal force P = 69,651 N is pushing an inverted L-frame supported by a foundation at the…

Q: Determine the slope at A and vertical displacement at B 10 kN/m B 3 m 4 m A - 4 m Resultant reaction…

A: As a result of vertical displacement, uplift and subsidence occur as the result of moving land…

Q: 1. Determine the vertical displacement at JointB using CastieliaoorTheorem. AE is constant and…

A: P1 = 15KN P2 = 20KN

Q: B A b Calculate the support and joint reactions, draw the free-body diagram! Input data: P = 10.00…

Q: A 1.4 m D 1. Om E F 1.0 m 1.0 m P.

Q: Problem 1: For the propped beam below, determine the magnitude of the redundant reaction at the…

A: Given span = 3m UDL =2kn/m Let reaction at roller = RA

Q: 1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End…

Q: 8 kN/m 4 kN/m 9m 6 m Considering horizontal reaction at B as redundant, what is the horizontal…

Q: The 79-kg homogeneous smooth sphere rests on the ( 2.3/2.4 ) incline A and bears against the smooth…

Q: determine the resultant of the forces : A = 800N at 40degrees , B=600N at 160degrees and C=200N at…

Q: 1. The resultant of the 50-lb and 30-lb forces is R. If R = 65 lb, determine the angles a and B. R…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Determine the member force CD(kN) in the figure shown. n十"十十* 1十十 50 AN 30 AN to

A: To find :- member force CD in kN of the truss shown in the question figure.

Q: - Determine the horizontal and vertical displacement of joint C for the loaded truss shown. 100 kN E…

Q: Problem 1 Detemine the location of the resultant of the given forces from point A as shown in Figure…

A: Given:- A system of forces acting as shown

Q: Determine the member force CD (kN) shown in the figure. 3 KN 2 m 45° 130 30 2 m 2 m

Q: 14. Compute for the horizontal reaction at A if W = 24 kN. a. 45.72 kN b. 37.42 kN C. 35.33 kN d.…

A: W = 24KN

Q: 6 kPa Problem 6.4 9 kPa The load per unit area, p, over the plate in Figure 6.4 varies with a law p…

Q: P=2,900 kN (parabolic) P=1,100 kN 0.05 0.45 m. 0.30 0.15 0.45 m. A' 0.075 EO E 0.45 m. 6.0 m. 6.0 m.…

A: Given force in Parabolic tendon, P=2900KN force in Linear tendon, P=1100KN,…

Q: 7.93 Determine the smallest force P necessary to hold the homogeneous 12-kg block in the position…

A: The block tries to move in the downward direction due to the self-weight of the block. Therefore,…

Q: Using force method analyze the given structure and compute for the vertical reaction at point B A O…

Q: 5. Given the parallel force system shown. 30 kN 40KN 20 kN 12,2) T(4,2) (4,10)! 5.1 determine the…

Q: Determine the member force LK(kN) in the figure shown. 2 m-2 m 2m 2 m 2m 2 m 2 m 2 m a 50 kN 50 kN…

A: We have to determine the value of member force LK in KN as shown in the figure as per the given data…

Q: Refer to the previous problem. Determine the hydrostatic force acting on the plate at this position.…

A: To find out the hydrostatic force acting on plate at this section.

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: 50 KN 2m C. The force R = 600 kN is the resultant of the forces P, Q and 50 kN in figure 3. 1.…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: Six bars supports a right triangle with negligible weight. It is subjected to the forc F, Q and P.…

A: To find the force in the bar (5) -

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: Solve for BC, CH, and FH. 3KN 2KH 2.5m 2.5 m 1 2.5m

A: The given figure is shown below:

Q: 24 kN P. 5.78 The beam AB supports two concentrated loads and rests on soil that exerts a linearly…

A: Centroid of the two downward force vectors FTOT = 24+30 kN→XTOT = 0.624 + 1.53054 = 1.1 m

Q: Using the Clayperon Method, Determine: 1. Support Reaction 2. Internal forces (Shear Force, Normal…

A: A structure is a body or a set of interconnected elements that supports a load. Buildings, bridges,…

Q: The shaft in the figure has a hollow part from B to A and is solid throughout C to B. The hollow…

A: Asked: To determine the maximum shear stress developed in the shaft and the angle of twist of A with…

Q: WILEY 6.65 Go° This bend discharges water (p = 1000 kg/m³) into the atmosphere. Determine the force…

Q: " 600 N/m |—4 m- B 4 m – C ·x

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

If the weight of the W in the following figure is 135
KN. determine (By) the component of the pin
reaction at B on member AB.
Given : a = 1.4 m and b = 0.7 m
b
B
b
„Cords
4
3
12
a
w
A •x
A. By = 67.50 KN
B. By = 54.00 KN
C. By = -51.44 KN
D. By = -67.50 KN

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

Determine the vertical displacement at Joint A, B, C, D, E
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
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
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.
For the truss in Figure P8.3, compute the horizon-tal and vertical components of the displacement of jointC. The area of all bars = 2500 mm2, and E = 200 GPa.
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
6. A simply supported beam carries a concentrated load of 24 kN at 6 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees. ROUND OFF TO FIVE DECIMAL PLACES.
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN
Compute the value of EIy at 2.5 m from the left support.
In Figure P8.27 support D is constructed 1.5 in. tothe right of its specified location. Using Bernoulli’s prin-ciple in Section 8.8, compute (a) the horizontal and verti-cal components of the displacement of joint B and (b) thechange in slope of member BC.
determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
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