Answered: 60° -60 kN·m C y 6 m w = 17 kN/m. %3D

Engineering

Civil Engineering

60° -60 kN·m C y 6 m w = 17 kN/m. %3D

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Related questions

Q: Analyze the loaded frame as shown. Be guided as follows: a. Solve for the reactions at supports b.…

A: Given A frame Required Solve for the reactions at supports Draw Shear and Moment Diagrams Compute…

Q: 5 kN 70° 7 kN Determine the magnitude of F1 for equilibrium. Set F2 = 6.0kN . Determine the angle…

A: Given F2= 6kn Need to find F1

Q: 48 kN/m 18.96 KN А 41 21 D

Q: Determine the resultant reaction in D in kN using slope deflection method or moment distribution…

Q: Refer to the previous problem. Calculate the resulting maximum positive moment (kN-m). 77.4 96.8…

A: Reaction at added support = 161.25kn Positive bending moment at added support = 96.75kn-m Applying…

Q: SET 3: 100 kN w = 40KN/m С 5m 3m Зт р A 8m Ов OB 10т THREE MOMENT EQUATION METHOD 8) What is the…

Q: A vertical 1-kg slender rod is pin-connected to cylinder A. Starting from rest, cylinder A moves to…

A: To determine: (a) Angular acceleration of the rod (b) horizontal and vertical support reactions at…

Q: 2. In Fig. P-226 assuming counterclockwise moments as positive, compute the moment of force F 200 kg…

Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 51 kN w = 36…

A: Find Using area moment method find deflection at B in terms of EI

Q: Determine the resultant reaction in D in kN using slopc deflection method or moment distribution…

Q: 1. Calculate the values of the reactions, slope at C, and deflection at B. Use E = 200 Gpa and I =…

Q: 4. SLOPE DEFLECTION METHOD Find the reactions for the indeterminate frame. El-constant. 30 k/m 5m 25

Q: 30 KN 25 KN/m 10 kN/m 10KN/m 20 kN-m 5 kN-m 2 m 20 KN 2 m 2 m 2 m Ay in kN (if it is going upward…

Q: 5- Find the vertical movement of the roller (c) in fig shown : E=2 10 MPa 50 kN A=300 mm? 3m b 2 m

A: The given data is: E=2.105 MPaA=300 mm2 L=3 mm2 The FBD of the beam is shown below:

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

Q: 037.png P 15 kN-m |0.5 m -1.5 m -1.5 m 1.5 m-1.5 m-

Q: If W1 = 1800 lb and the system is in equilibrium, calculate the %3D moment about point P in Ib-ft A…

Q: SET 4: 100 kN w = 40kN/m TIM. C 5m Зт р 3m A 8m OB 10т THREE MOMENT EQUATION METHOD 11) What is the…

Q: Find all The reactions by slope-deflection method * EI = Const + #B 2 m 2m 0.002 rad

Q: 500KN 200mm 100mm C 450 P

Q: Find call reaction for the freame by slope Deflection method hange B we? 12 4 m 3M 3 M

A: Length of inclined Member AB = 5 m Calculating the fixed end moments Here for fixed end moments…

Q: The horizontal force P = 64 N is applied to the upper block with the system initially stationary.…

Q: USE THREE MOMENT EQUATION 14 kN/m 14 kN/m DA Timc C 2m 2m 1m 2m 1m 9m 1m CONSTANT EI

A: To find out the Support Reactions and Maximum deflection. Given data: P1 =14 KN/M…

Q: 3. For the system forces shown, solve the following: (the coordinates are distance in meters from…

A: Given Forces F1 , F2 , F3 , F4 and their coordinates .. Clockwise moments = negative…

Q: Solve for the support reactions using 3 Moment Equation and Slope Deflection Method Solve for the…

Q: a. Rotation of joint D. b. Vertical displacement of jaint E. 15 kN/m C G 21 D 21 27 F 2/ 3 m Hinge…

A: Given data;

Q: 20KN/m 60KN 4m 4m 8m 8m Analyze the structure using Slope Deflection Method and draw the shear and…

A: Given fixed beam with loading condition and it is asked analyse beam using Slope deflection…

Q: Spring CD remains in the horizontal position at all times due to the roller at D. If the spring is…

A: The given data is shown below:

Q: Determine the reactions and draw the shear and moment diagram. Use SLOPE-DEFLECTION METHOD ONLY. 22…

Q: 3 kN/m 20 kN 10 m El = constant E= 200 GPa I= 400(10) mm DA 10 m- Determine the horizontal…

Q: 15 kN 3.4m 4.8m 67 7.2m 9 kN/m

Q: c kN d kN/m B 3 m

Q: 3 KN/m 20 kN B 10 m El = constant E= 200 GPa I = 400(106) mm+ D 10 m- Determine the horizontal…

Q: Determine the reactions using Moment Distribution Method. 50 kN/m B 5 m 3 m 21 E = 200 GPa 1 =…

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

Q: Analyze the statically indeterminate beam shown. Determine all reactions and draw the shear and…

Q: Determine force P required to be applied on the block of weight W for 5 seconds for it to reach a…

A: Using impulse momentum principle

Q: 3 kN/m 20 kN B 10 m El = constant E = 200 GPa 1= 400(10) mm D -10 m- Determine the horizontal…

Q: From the continuous beam show, determine the Moment at BA, Meg El is constant 20 kN 15 kN/m A D C 3…

Q: Questions 6 & 7

A: Since we authorized to solve one question at a time so, we will solve the first one. Please resubmit…

Q: 3-5.16. The forces acting.on a l-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward…

A: Introduction: A dam is a structure that prevents or regulates the flow of surface or subsurface…

Q: 2.75 kN/m 63.3 kN-m B 1.5 m 2.22 m 1.25 m 3.7 m 5 kN Determine the moment at A in kiloNewton-meters…

Q: Determine the resultant reaction in D in kN using slope deflection method or moment distribution…

Q: Determine the linear impulse of the block at t = 3 seconds. %3D

Q: 1. Assume El to be constant, E=200 GPa, l=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m |B 2m 2m 2m

Q: 4. AX kN load will fall from a height of W/5 m. Assume El = 400 x 1010 Nmm2. %3D (X kN „W, kN/m W/2,…

Q: Use slope deflection method to determine the reactions for the frame shown. 36 kN/m D 4 m 4 m

Q: 1. The forces acting on a 1-ft length of a dam are shown. The upward ground reaction varies…

Q: Determine the horizontal Reaction at A in the beam shown below? 50 kN/m 90 kN 60 kN 20 kN/m 70 kN…

A: Support Reactions : 1. Horizontal Reaction :

Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 101 kN w = 37…

Q: Determine the smallest force P subjected at the wedge B that is required to lift the B Newton crate…

A: Given, B=465 N μ=22÷100=0.22 H=12 We need to find out P.

Question

Determine: -vertical component of reaction at C Last time i post but answer is wrong expert did not consider moment 60 kn. M Please consider moment

A
60°
-60 kN·m
C
B
y
6 m
w = 17 kN/m.
%3D

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

12 kN/m d= 86 mm A B. 3 m – 1.5 m
W1 = 10 KN/m a = 2m b = 3m
a (deg) = 16.446q0 (kN/m) = 37.632
w = 12 kN/m P = 18 kNneed this asap
Question 2 A cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate perpendicular to the figure is horizontal component in kN. Unit wt of water - 9.81 kN/cu.m. LENGTH-9 RADIUS 6.5 ANGLE = 49 RADIUS 4 1 O 1,062.35 O 1,201.34 1,358.45 1.066.38 ANGLE m. Solve for the magnitude of the No new data to save. Last checked at 11:00
Determine the vertical displacement at point B. Note: Use two (2) decimal places in the final answer. 15 kN 6 kN/m Bll 2EI EI EI 2.0m 4,0m 2.0 m VD 8.0 m 113.50/EI O 153.50/EI O 149.50/EI none of the abovc
VI. Determine the reactions on this frame using the Method of Consistent Deformation. https://ibb.co/CHw9RNS O Ma= -525.87, Av=-5.234, Ah=0, Bv=78.234 O Ma= -675.87, Av=-8.234, Ah=0, Bv=48.234 O Ma= -475.87, Av=-2.234, Ah=0, Bv=58.234 O Ma= -675.87, Av=-8.234, Ah=0, Bv=98.234
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)
Q1: Find Aph ? 10 kN/m B 5 m El constant А 10 m
Determine the vertical displacement at point B. 15 kN 6 kN/m 2EI COO El El VA 2.0 m 4.0 m 2.0 m Vo 8.0 m. O 113.50/EI O 153.50/EI O 149.50/EI none of the above
Determine the horizontal displacement at C(Acx) by used Castigliano method Dont calculate the EI Ang Acx 4 m + ΕΙ B 150 kN 20 kN/m C A |-1.5 m−1.5 m+ El = constant E = 200 GPa 5 m 1=500(106) mm4
Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN 3 m 1.5 m 1.5 m- O 103kNm 2 O 401kNm^2 O-145kNm*2 96.67kNm 2 B.