P6.1. Determine the reactions at the supports, the mag- nitude of the cable sag at joints B and E, the magnitude of the tension force in each segment of the cable, and the total length of the cable in Figure P6.1. A 24' 24' E Dv 30 kips 30 kips 30 kips 30 kips 5 @ 20'= 100' %3D P6.1

P6.1. Determine the reactions at the supports, the mag- nitude of the cable sag at joints B and E, the magnitude of the tension force in each segment of the cable, and the total length of the cable in Figure P6.1. A 24' 24' E Dv 30 kips 30 kips 30 kips 30 kips 5 @ 20'= 100' %3D P6.1

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: P6.6. Compute the support reactions and the maximum tension in the cable in Figure P6.6. w = 8 kN/m…

Q: for the cable shown. determine the following. a. reactions of the cable b. the sag y at the 45…

A: To find reaction at cable end,sag,and cable length

Q: 13. A 12-m pole supports a horizontal cable CD and is held by a ball and socket at A and two cables…

Q: P6.3. The cable in Figure P6.3 supports girder DE uni- formly loaded with 4 kips/ft. The supporting…

Q: 3. A cable is loaded and supported as shown. Determine the horizontal and vertical components of the…

Q: 3 Determine the magnitudes of the two components of the 600-N force, one directed along the cable AC…

A: Given :

Q: Compute the support reactions and the maximum tension in the cable in Figure P6.13. The sag at…

Q: The cable in Figure P6.2 supports four sim-ply supported girders uniformly loaded with 6 kips/ft.(a)…

A: Use general cable theorem: Load to main cable @points B,C and D= 25 (4k/ft) =100 kips a.@ C at…

Q: P6.6. Compute the support reactions and the maximum tension in the cable in Figure P6.6.

Q: Determine the tension in each cable and the components of reaction at D needed to support the load.

Q: 6.87 The cable is subjected to a 150-lb horizontal force at B, and an 80-lb vertical force at C.…

Q: P6.11. The cable in Figure P6.11 is c ing a tensile load of 180 kips and the capable of providing a…

Q: of 500N. The circular hole in the structure has a radius of 0.05m. What are the tension in cable AB…

A: Finding the point where the weight of the body wacts A1=0.2x0.5=0.1…

Q: P6.1. Determine the reactions at the supports, the mag- nitude of the cable sag at point B, and the…

Q: P6.4. What value of 0 is associated with the minimum volume of cable material required to support…

Q: 1.5 m 100 N 1.5 m 1. Please refer to the figure at the right. a. Draw the FBD. b. Determine the…

A: To find tension in cable DC , DB and reaction at ball socket joint A

Q: 2–115. Determine the magnitude of the projection of the force F, along cable AC. F2 = 40 N 4 m F =…

Q: The uniform rod in figure shown weighs 420 kN and has its center of gravity at G. Determine the…

Q: 5.6 A cable is subjected to the loading shown in Figure P6.6. Determine the total length of the…

A: Given Data Find the total length of the cable and tension in each cable and support reaction.

Q: 4. The uniform rod in figure shown weighs 420 kN and has its center of gravity at G. Determine the…

Q: P6.1. Determine the reactions at the supports, the mag- nitude of the cable sag at point B, and the…

Q: A pulley and cable assembly supports block W and requires a downward force at P for equilibrium.…

A: Given: The tension in the cable FG is 61.2 N. Consider the figure,

Q: 5. The cable carrying the 40 KN loads atB and C is held in position shown by a horizontal force P=…

Q: P6.1. Determine the reactions at the supports, the mag- nitude of the cable sag at point B, and the…

Q: 3 m. 2 m Ei 3 m E 3 m B 4 kN 3 kN m Figure P5.61 5.61 The bar AEB is supported by a ball-and-socket…

Q: Solve for the reactions and the tensions in cable segments. 5 Н. Hi 1 25 3. V5 V1 30 k 50 k 40 k 4 @…

Q: Problem 3. Determine the minimum coefficient of static friction between the cable and the peg and…

A: Given : Beam weight = 100 kg Determine the minimum coefficient of static friction between the cable…

Q: What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m O -80 KN-m What is the value of x, the…

A: in order to find moment, first find support reactions.

Q: *5-4. The cable supports the loading shown. Determine the distance xg the force at point B acts from…

Q: What value of θ is associated with the minimum volume of cable material required to support the…

A: Solution

Q: P6.2. (a) Determíne the reactions at supports A and E and the maximum tension in the cable in Figure…

A: Given:- A cable as shown below

Q: The cable supports the uniform load of wo 850 lb/ ft. Determine the tension in the cable at each…

A: the given uniformly distributed load is 850lb/ft as shown in the given figure below:

Q: Some jerk uses turnbuckle T on cable DE to adjust the position of roller D. Adjustment is necessary…

A: Draw the free body diagram.

Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 900…

Q: A cable ABCD is pulled at end E by a force P as shown in Q. 2. The cable is supported at point D by…

A: My dear Given data UDL Cable shape and its deflected co ordinates Horizontal reaction at F =0 We…

Q: Q3(): The pin B supports the 6 ft Load W= 9000 lb and connects horizontal cable with point A. If the…

A: Please refer the attached image for complete solution. THANKYOU.

Q: 3. Determine the force in CD of the cable if the force in BC is 34 lb. 7 ft 34 15 B 50 lb

A: Given : Force in BC = 34 lb Determine force in CD ?

Q: Problem 3 (a) Calculate the support reactions and the maximum tension in the cable shown. Skif (b)…

Q: A 100N load is supported by a strong bar as shown in the figure. The tension in the cable is 200N.…

Q: Solve Prob. 3.53 when the tension in cable AB is 306 lb

Question

P6.1. Determine the reactions at the supports, the mag-
nitude of the cable sag at joints B and E, the magnitude
of the tension force in each segment of the cable, and the
total length of the cable in Figure P6.1.
A
24'
24'
E
Dy
30 kips
30 kips
30 kips
30 kips
5 @ 20'= 100'
%3D
P6.1

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 with 3 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

Hi, can you help me with my assignment? Please don't type it, just write it properly so that I can Understand it. Make it simple. Make a proper Free body diagram. Thank you.
Q3. A beam is supported by a pin support and a cable. The cable runs continuously through a pulley. Determine the manitude of the horizontal and vertical reactions at the pin support and the magnitude of the tension force in the cable. ///// \\ \ \ \\ 3 m 20° 20° 3 m 3 m 250 N
Solve it !!
A 2.0 kN bar AB carries a load F = 75 kN vertical force at A. The baris supported by a pin at B and the 12.5-mm. diameter cable CD. Find the a.tension in the cable CD in kN.b.Horizontal reaction at B in kN.c.Vertical reaction at B in kN.d.Tensile stress in the cable in MPa.e.Shearing stress at B in MPa.
Solve it.
The cable in Figure P6.11 is capable of carry- ing a tensile load of 180 kips and the pin supports are capable of providing a horizontal reaction of 150 kips. Determine the shape of the cable subjected to the load- ing shown.
Q7: The beams AB and BC are supported by the cable that has a parabolic shape. a) Determine the tension in the cable at points D and E. b) Draw the shear and moment diagrams for members AB and BC. E 2 m 3 m A C 40 kN 80 kN m 2 ml 2 ml 2 m 2 ml 2 m| 2 ml2 m
In Prob. 3.59, determine the perpendicular distance between cable AE and the line joining points D and B.(Reference to Problem 3.59):The triangular plate ABC is supported by ball-and-socket joints at B and D and is held in the position shown by cables AE and CF . If the force exerted by cable AE at A is 55 N, determine the moment of that force about the line joining points D and B.
Provide free body diagram in solving.
The cable in Figure P6.3 supports girder DE uni- formly loaded with 4 kips/ft. The supporting hangers are closely spaced, generating a smooth curved cable. Determine the support reactions at A and C. If the maxi- mum tensile force in the cable cannot exceed 600 kips, determine the sag hB at midspan.
P6.11. The cable in Figure P6.11 is capable of carry- ing a tensile load of 180 kips and the pin supports are capable of providing a horizontal reaction of 150 kips. i Determine the shape of the cable subjected to the load- ing shown. I t E hB hp hc Dy 20 kips 50 kips 30 kips 50'- -20' 30'- 50'- P6.11
The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 720 N, determine the n- and t- components of this force acting on point A of the bar. 4 2.2 m 0 59° 1.9 m Answers: Tn= i T₁ = i N N