Answered: If the weight of the boom is negligible…

If the weight of the boom is negligible compared with the applied 36-kN load, determine the cable tensions T1 and T2 and the force acting at the ball joint at

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: Cable EI is used to support the bascule bridge at E. The weight of the deck gives result to the…

A: First we will find all the reaction support. Then, we will apply section method by cutting the…

Q: The boom DF of the jib crane and the column DE have a uniform weight of 50 lb/ft. If the hoist and…

A: Calculation of normal Force: Let the normal force at A=NA normal force at B =NB…

Q: The vertical mast supports the 3.0-kN force Fand is constrained by the two fixed cables BC and BD…

A: Given:- The magnitude of the force = F = 3 kN The force is constrained by two fixed cables i.e. BC…

Q: What is the x component of the reaction |(lb) (exerted on the boom by the wall) at C. A? What is the…

A: Given:- The Boom AC has a negligible weight The boom is supported by the cable D & E and…

Q: The three-hinged truss arch is subjected to the loading shown. Determine the horizontal and vertical…

Q: A 25m bridge is simple supported and a truck is traversing the bridge with 2 wheel loads 4.30m…

Q: Problem 2 - The AC link has a uniform rectangular section of 3-mm x 12-mm. Determine the normal…

A: It is given that Link AC has rectangular cross section of 3 mm × 12 mm. We have to calculate the…

Q: ち 10 Ft 30 Sサく

Q: The 16mmo parabolic cable has a tensile strength of 248MPa. Determine the allowable value of the…

Q: The

Q: Q.8 P The fixed beam ABhas a hinge MA Cat mid span. A concentrated load Pis applied at C. Whar is…

A: To find the moment MA =

Q: A pin connected frame is subjected to a hirizontal force of 240 kN at points C and D respectively.…

Q: The beam CBA is supported by a ball and socket support at A and two cables BD,BE as shown. It is…

Q: Determine the force in member BE of the loaded truss

A: Compute the length:Using the sine rule:

Q: 3/59 The vertical mast supports the 4-KN force and is constrained by the two fixed cables BC and BD…

A: Given data

Q: From the given cantilever truss shown supported by hinged A and roller at B. culate the force at FG.…

Q: 60 KN 40 kN 7m 3 m A₂ Ay -4 m- B Cy C -X

A: Find: The member Forces

Q: at C. Determine the reaction forces of the roller at A, the hinge at B and the fixed support lk / H…

Q: 3. From the given girder shown, it is subjected to a uniform live load of 30 kN/m and a concentrated…

A: Data provided : Uniform live load = 30 KN/M Concentrated load = 120 KN ( of each girder ) To…

Q: Ah Av 60° hinge Block Center O of pulley D B 00 By rollers (B₁ = 0) W = 1,000 N (AC BD=1.00 m; CD =…

A: Given:AC=BD=1 mCD=2 mWeight of the block=1000 NSince, beam and pully are weightless.Therefore,We…

Q: 2 m 3 m 40 kN 80 kN |2 ml 2 ml 2 ml 2 ml2 ml2 m| 2 ml2 m

Q: 13- Obtain the maximum shear force at span C-D of the given frame. A and B are pinned. Assume that…

Q: A T 10 ft -25 ft- B Wo 15 ft

Q: D В 0.8 m 1.8 m 0.4 m 25 kN

Q: 20' Cw - 4 kips/ft - 4 @ 25' = 100'- Determine the: 3.a. Reactions at supports 3.b. Tension at each…

Q: Given the beam loaded as shown below, determine: (a.)Maximum shear in kN (b.)Maximum moment in kN-m.…

Q: enter of gravity of the 50kg spool is at G. A cable would around the hub of the spool is attached to…

A: Given:- m=50kg coefficients of static friction are 0.15 under the spool and 0.20 To find:- Co

Q: T d + d N d LA F₁ M 17. Enter F cd 18.Enter F ld O 19.Enter F kl B F2 F3 F₁ K C DE dddddd The truss…

Q: 3 m C -3 m 200 N/m B

A: The below two-member frame structure is given,

Q: The bar supported by a pin at A and a cable at B carries a load of 260 N at C. Neglecting the weight…

Q: *5-8. The cable supports the uniform load of wo = 600 lb/ft. Determine the tension in the cable at…

Q: V' B D. H F G W W Z' 6 @ X' = Y' Z'

A: Solution:- Support reaction at A and E Taking moment about C from left end and right end…

Q: What is the reaction force at point B of this beam? 7P A 7P/2 7P/3 7P/4 B 2L/3L/3 P C

A: Given Data Determine the reaction force at point-B.

Q: 4/8 Determine the force in each member of the loaded truss. A 4m B 3m 2m D 5 kN -15°

A: Given:- A truss shown below To find:- Force in each members

Q: The 10 kg/m cable is suspended between the supports A and B. If the cable can sustain a maximum…

A: The load on the cable is calculated as,

Q: Seatwork 3: Determine the internal shear, axial force and bending moment at point C. Assume the…

A: Determine the internal shear force, axial force and bending moment at point-C.

Question

If the weight of the boom is negligible compared with the applied 36-kN load, determine the cable tensions T₁ and T₂ and the force acting at the ball joint at A.

If the weight of the boom is negligible compared with the applied 36-kN load, determine the cable tensions T1 and T2 and the force
acting at the ball joint at A.
IC
2 m
3 m
T1
AL
9 m
3 m
6 m
B
T2
D
36 kN
Answers:
kN
T1=
i
kN
T2 =
i
A =
i
kN

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 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

3) The 4 KN load is hoisted at a constant speed using motor M, which has a weight of 0.45 KN. Determine the resultant internal loadings acting on the cross-section through points B and Cin the beam. The beam has a weight of 0.6 KN/m and is fixed to the wall at A. The radius of the pulley where the load is hoisted = 0.075 m. M 1.2 m- -1.2 m- B +09m 1-09m| 0.45 m -1.2 m- 0.075 m
Q3.a
The beams AB and BC are supported by the cablethat has a parabolic shape. Determine the tension in thecable at points D and E.
7. Determine the horizontal and vertical components of reaction at the pin A and the tension developed in cable BC used to support the steel frame. TI 60 kN B ImIm- -1m- T 3 m A 30 kN - m
Determine the horizontal and vertical reactions at supports A andC of the three-hinged parabolic arch. Also determine the axial load,shear, and moment at point D. Supports A and C are at the sameelevation.
Please solve
Determine the internal shear force in the beam at point C. Assume the support * at A is a pin and B is a roller. A 0.667 kN -1 m1 m -0.667 kN 5.33 kN C -5.33 KN 6 kN -2 m D 20 kN m -2 m- B
In the cable structure below, when the maximum moment of column BF Mmax =1500KN-m and P1 =2P2, calculate the maximum value of P1. = 2m E! P2 C hp 6m 3m D A 5m 5m 5m
Solve only- d to g
1.must draw fbd
A- In Fig.A , Replace the loading system by an equivalent resultant force and specify where the resultant's line of action intersects the member AB measured from A. B- In Fig.B , A load Q is applied to pulley C, which can roll on cable ACB. The pulley is held in the position shown by a second cable CAD, which passes over pulley A and supports a load P. Knowing that P = 750 N, determine (a) the tension in cable ACB. C- In Fig.C, Determine the components of reaction at B. 1 m 3 m 20 N.m 1m A 1m В 25° 16 kN D 155 C 12 kN 10 kN 6 m Fig. Fig.A 600 N 800 N m B 1.5 m 1.5 m 2 m 2 m 45 D Fig. C
Q.1 The rigid beam is supported a pin connection at A and a cable BD at point the. Diameter of pin 3x at A is 20mm and Diameter of cable BD is 30mm. D P 15 (kN) x-2.7(m) 4х 4x Calculate the followings a) Support reactions at A and the axial force in Cable BD. b) Find the axial stress in cable BD and shear stress at pin A in the case of Double shear at A. c) Calculate the deformation and final length of BD if the modulus of elasticity E=200GPA d) Calculate the change in diameter of BD if the Poisson ratio v-0.3. |