5 decimal palces, answer E onwards Properties of cable CF:A 50 sq. mm.E = 90 GPaL1Determine the following:A. Tension of cable BE =B. Tension of CE =C. Stress of cable BE =D. Stress of cable CF =E. Change in length of BE =F. Change in length of CF =G. Vertical deflection of point B =H Vertical deflection of point C =A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. Thesegments of the bar have lengths: L1 = 1 m, L2 = 2 m, and L3= 1 m. Take note the vertical cable has a length of H = 2 mProperties of cable BE:A = 20 sq.mm.E = 100 GPaNNMPaMPammL2mmmmL3mmс

In order to determine the internal forces in FC and EB. we will take moment about B to evaluate the…

Answered: 5 decimal palces, answer E onwards

Engineering

Civil Engineering

5 decimal palces, answer E onwards

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: A simply supported wood beam with a span of L = 14 ft supports a uniformly distributed load of wo =…

A: Given :

Q: As part of a department store display, a model train D runs on a slight incline between the store's…

Q: Peak-hour traffic demand between an origin and destination pair is initially 3500 veh/h. The two…

A: Given data:- Total Peak hour traffic demand between an origin & destination pair, x=3500 veh/h.…

Q: mm on its side, just 2. A cantilever, made of a certain material, of 2 m length and square section…

A: Bending Moment- Bending Moment is the sum of all the moment generated by transverse force either to…

Q: There is a probability of 20% that a milk container is underweight throughout of packaging line.…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: a.…

A: Find reaction R Moment at C And deviation (tB/C)

Q: at A can lift

Q: Prob. 4.4-6. (a) determine the maximum tensile stress, the maximum compressive stress, and the…

A: Given data:- The torque,T=400 N-m The outer diameter, do=40 mm The inner diameter, di=32 mm

Q: a) A simply supported beam carrying plaster is to span 5m and support uniformly distributed…

A: Given data:- Length of simply supported beam, L=5 m Uniformly distributed characteristic dead loads,…

Q: A 11.8-ft-long simply supported timber beam carries a 9.7-kip concentrated load at midspan. The…

A: Shear force: Shear force represents the resistance against sliding of beam. It is the summation of…

Q: Consider the beam shown in (Eigure 1). Assume the support at A is a pin and C is a roller. Take E =…

A: Find slope and deflection at B using virtual load method

Q: Fundamentals of Surveying In leveling across a river, reciprocal level readings were taken between…

Q: UPVOTE will be given! Please write the complete solutions legibly. No long explanation needed.…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

A: Given data:

Q: (a) Define and explain using sketches, metacentric height, stable and unstable equilibrium and…

Q: Example A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical…

Q: Question: A rectangular column shown in the figure has fc'=28Mpa and fy=415Mpa. Assuming e=120mm,…

A: Answer We are given f'c = 28 Mpa fy = 415 Mpa e =120 mm b = 400 mm h = 300 mm As = 8-25 mmϕ…

Q: A simply supported beam of grade 350W spanning 10m is made from 305×102×33 I section. It is…

A: Solution: Given: Section: 305x102x33 Zy = 415.80x103 mm3 grad 350 steel fy = 345 MPa

Q: (A) What are the differences between coagulation and flocculation processes wit ct to their working…

A: INTRODUCTION:- Efficiency of sedimentation tank is very less if consist of fine suspended particle.…

Q: Prob. 4.6-6. As illustrated in Fig. P4.6-6, a composite shaft of length L is made by shrink-fitting…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

A: Solution: Let the 2 nd degree parabolic load equals be: y=wx2L2 Where, w - Parabolic load l - length…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

A: Given data:

Q: The cable and the rigid bar structure has pin supports at A and C. Determine the deformation of the…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: Question 4 (a) Define and explain using sketches, metacentric height, stable and unstable…

Q: "Prob. 4.3-6. The solid shaft in Fig. P4.3-6 is made of brass that has an allowable shear stress…

A: Given data:- The shear stress, τallow=120 MPa The shear modulus of Elasticity, G=39 GPa The length…

Q: . Due to a certain horizontal force 'P' on the frame shown below, the moments are as follows MAB = 5…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: a.…

Q: Q6) Estimate k and a in the infiltration equation (D = kt") (t in minutes and D in mm) for a water…

Q: A simply-supported beam with length, L = 8 m, is carrying a downward uniform load, w = 46 kN/m…

Q: A short post carries a downward load P = 133 kN as shown in the figure. Due to its eccentricity from…

Q: Please answer ASAP! Please show the complete solutions. Rate will be given. No long explanation…

Q: What is the error of closure for a closed traverse proceeds in a counterclockwise direction and the…

A: Given Data: The angles to the right at each station were measured and recorded as:…

Q: A cable AB supports a total load of 400 T as shown in the figure. the slope at B is zero. Find the…

Q: The steel section shown with fy=345 What is the distance of the plastic neutral axis from the top…

Q: 2-An open tank 6 m long, 2.4 m deep and 3.6 m wide contains oil of specific gravity 0.85 to a depth…

Q: For the beam shown, derive the expressions for Vand M, and draw the shear force and bending moment…

A: Given:- A beam is loaded with varying load The magnitude of the varying load = 200x N/m To…

Q: The magnitude of the force Qis 821 N. Determine the magnitude of the moment (Nm) of Q about the line…

Q: Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=110mm,…

A: Given:- The width of the rectangular column is 300 mm The compressive strength of the concrete =…

Q: | Determine the end moment at wall A (MA). Determine the deflection at point C.

Q: Problem 1. Use slope-deflection method and determine the following unknowns on the beam shown below.…

A: Given values: Consider the loaded beam. Using the method of slope-deflection, the moments and…

Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: Angular Misclosure : It is the computation of final angular distance from measured angles which are…

Q: One segment of a Class I two-lane highway is on rolling terrain and has an hourly volume of 1900…

A: Given data:- Hourly volume = 1900 veh/h Directional traffic split of 50/50 PHF=0.92 Traffic stream…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc)…

Q: a pipeline of 600mm diameter is 1,5km long. to increase the discharge another line of the same…

A: Given data: diameter = 600 mm length = 1500 m f=0.01 inlet head = 300 mm

Q: Find unit vectors that satisfy the stated conditions. NOTE: Enter the exact answers in terms of i, j…

A: Part (a): Since we know that to get the unit vector in the direction of any vector we divide the the…

Q: Determine the maximum moment on a 5m simply supported beam if two 12 kN load, 2m apart, is to pass…

A: Since the maximum moment always occurs under a wheel loads, it can be said that the resultant of the…

Q: A uniform ladder of weight 850 N and length 6 m rests on a horizontal ground and leans against a…

A: Given data, Weight of the ladder = 850N Length = L = 6m Weight of the man= 750N. Find ; coefficient…

Q: Hinge- 10' 5' 18k ↓ 10' Constant EI DRAW 'V't 'M' DIAGRAM

A: A loaded beam is given and it has been asked to draw shear force and bending moment diagram. Please…

Q: Situation 6: The lap splice shown will develop a full strength as shown in the figure. Us The width…

A: Data Given:Width of plate = 150mmThickness of plate = 12mmFy = 345To find out the size of weld by…

Question

100%

5 decimal palces, answer E onwards

Properties of cable CF:
A 50 sq. mm.
E = 90 GPa
L1
Determine the following:
A. Tension of cable BE =
B. Tension of CE =
C. Stress of cable BE =
D. Stress of cable CF =
E. Change in length of BE =
F. Change in length of CF =
G. Vertical deflection of point B =
H Vertical deflection of point C =
A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. The
segments of the bar have lengths: L1 = 1 m, L2 = 2 m, and L3= 1 m. Take note the vertical cable has a length of H = 2 m
Properties of cable BE:
A = 20 sq.mm.
E = 100 GPa
N
N
MPa
MPa
mm
L2
mm
mm
L3
mm
с

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: Concept

VIEW

Step 2: Moment about A

VIEW

Step 3: Geometry Deformation equation

VIEW

Step 4: Forces in member FC and EB

VIEW

Step 5: Change in length of CF

VIEW

Step 6: vertical deflection of B point

VIEW

Step 7: vertical deflection of C

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 8 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

A crane is oriented so that the end of the 25-m boom AO lies in the yz plane. At the instant shown, the tension in cable AB is 4 kN. Determine the moment about each of the coordinate axes of the force exerted on A by cable AB.
The sign shown has a mass of m = 121 kg and is supported by two cables and a ball and socket at A. Determine the reaction force at A in N. Determine the tension in cable EC in N. Determine the tension in cable BD in N.
The tension in cable AB is 143.4 N. Determine the moment about the x-axis of this tension force acting on point A.
The top end of vertical boot is connected by two cables having tension T1=500N and T2=1500N as shown in the figure. The third cable AB is used as a guy wire. Determine the tension in cable AB if resultant of three concurrent forces acting at A is vertical?
One end of cable AB is fixed, whereas the other end passes over a smoothpulley at B. If the mass of the cable is 1.5 kg/m and the sag is H = 1.8 m,determine the mass M that is attached to the free end of the cable.
Box A of 200 N starts from rest and slides down from the inclined plane. The rollers are frictionless and the friction force between the box A and the inclined plane is Fs = 80 N. Block B has a weight of 70 N. If the cable strength is T = 35.40 N, what is the speed of the chest A after C = 4 m sliding? Neglect the mass of the pulleys and the cable.
Consider that the catenary cable in the figure is anchored between supports A and B and issupporting only its own weight, which is w = 50 N/m.Determine the cable length, the minimum pulling force on the cable and the pulling force maximum without cable.
If the tension on the cable AB is 5kips, determine its component parallel and normal the plane ABC.
Determine the tension in cable BD if P = 51 N.
A cable AB shown in Fig.P4.16 suppose a uniformly distributed load of 200 N per linear meter. Determine the maximum and minimum values of the tension in the cable, and the total length of the cable. Answers:L = 127.82 mTmin = 20149 NTmax = 25133 N
The 8-m-long cable is anchored to the ground at A.If z = 5 m, determine the location +x, +y of point A. Choosea value such that x = y.
Considering minor deviations and rotations;Determine the deformation of 1st cable.