Problem 2.8 - The 400-kg precast concrete section is hoisted by a vertical force 'T' from a crane. Find the tension in cables AB, AC, AD. 3 m IN 3.m A m 5 m kumm mmm பஜ்ாட் 1 m ....................... 1 m. X

Problem 2.8 - The 400-kg precast concrete section is hoisted by a vertical force 'T' from a crane. Find the tension in cables AB, AC, AD. 3 m IN 3.m A m 5 m kumm mmm பஜ்ாட் 1 m ....................... 1 m. X

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

See similar textbooks

Related questions

Q: Why is architecture such an important endeavor? Imagine that you have a project and that you want to…

A: Architecture is an essential and significant endeavor for several reasons:Functionality and…

Q: n relation to occupational health and safety, explain, using an example in each case, the meaning of…

Q: apply principles of engineering economy to find the solution

A: A factory manufacturing furniture has the capacity to produce 1000furniture per annum. The marginal…

Q: When a 20°, find the tension in (a) cable AC, (b) rope BC. = A 5° C Ja B 12 kN

Q: (a) (b) T T (c) (d) (e) T A 6 kN box is suspended as shown in the figure by several ropes and…

A: A 6 kN box is suspended as shown in the figure by several ropes and pulleys. For parts (b) and (d)…

Q: B 4.20 m A D 5.60 m 3.30 m C 4.20 m 2.40 m x a. The balloon is suspended by three cables. If the…

Q: Please do not rely too much on chatgpt, because its answer may be wrong. Please consider it…

A: Step 1: Draw FBD of the given system From triangle ABE as per above…

Q: can you show more steps in step 2, i am not sure how you got that equation and where you got most of…

A: Given: Required: To explain all equation and data considered by previous expert in step 2

Q: In how many minutes will Jack, Jill and John do a piece of work is Jack alone can do it in 6 hours,…

A: To determine the time taken by Jack, Jill and John to complete a work together. Given, Time take…

Q: Please do not rely too much on chatgpt, because its answer may be wrong. Please consider it…

A: Step 1:Given data:F=150 NStep 2:calculate the moment about the point AMz=F∗r.....(1)where,F is the…

Q: = A rubber block (dimensions Lx: = L, Ly = 2L, L₂ = L) is inserted between steel plates, which are…

A: a) Pressure on the steel plates:The pressure exerted by the rubber block on the steel plates can be…

Q: Explain why correlation between two variables in hard science such as civil engineering is generally…

A: correlation between two variables in hard science such as civil engineering is generally stronger…

Q: Please do not rely too much on chatgpt, because its answer may be wrong. Please consider it…

Q: Why is it important for civil engineers to strive to comply with the principles of sustainable…

A: It is important for civil engineers to strive to comply with the principles of sustainable…

Q: What is the application of Statistics in Civil Engineering? Give examples and Provide a thorough…

A: Statistics is a science that helps us make decisions and draw conclusions in the presence of…

Q: A 6 kN box is suspended by several ropes and pulleys as shown in the picture. Calculate the tension…

A: A 6 kN box is suspended by several ropes and pulleys as shown in the picture.Calculate the tension…

Q: In the context of online safety, describe the ways in which the public's behavior has shifted as a…

A: Technical developments- These are the advancements in the technology with time that lead to changes…

Question

HOW TO SOLVE THIS QUESTION STEP BY STEP

Problem 2.8 - The 400-kg precast concrete section is hoisted by a
vertical force 'T' from a crane. Find the tension in cables AB, AC, AD.
3 m
IN
IN
-TU-TIEU
ATTENTIALL
indun
3 m
4
zeugதிய
Në
NATI
5 m
mmmmmnngn
N
m
ExemenX
1m.
Ammm
1 m
X

Expert Solution

Step 1

Given:

Weight of concrete section = 400kg

Required :

Tension in cable

Trending now

This is a popular solution!

Step by step

Solved in 4 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

A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the Manual will become slender. To which shapes does this value apply? What conclusion can you draw from your answer?
Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.
A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are factored, and the uniformly distributed load includes a conservative estimate of the girder weight. Lateral support is provided at the ands and at the load points. Use LRFD for that following: a. Select the, flange and web dimensions so that intermediate stiffeners will he required. Use Fy=50 ksi and a total depth of 50 inches. Bearing stiffeners will be used at the ends and at the load points, but do not proportion them. b. Determine the locations of the intermediate stiffeners, but do not proportion them.
Estimate the transverse tensile strength of the concrete in Problem 12.6.
A beam is part of the framing system for the floor of an office building. The floor is subjected to both dead loads and live loads. The maximum moment caused by the service dead load is 45 ft-kips, and the maximum moment for the service live load is 63 ft-kips (these moments occur at the same location on the beam and can therefore be combined). a. If load and resistance factor design is used, determine the maximum factored bending moment (required moment strength). What is the controlling AISC load combination? b. What is the required nominal moment strength for a resistance factor of 0.90? c. If allowable strength design is used, determine the required moment strength. What is the controlling AISC lead combination? d. What is the required nominal moment strength for a safety factor of 1.67?
A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.
A tensile test was performed on a metal specimen having a circular cross section with a diameter 0. 510 inch. For each increment of load applied, the strain was directly determined by means of a strain gage attached to the specimen. The results are, shown in Table: 1.5.1. a. Prepare a table of stress and strain. b. Plot these data to obtain a stress-strain curve. Do not connect the data points; draw a best-fit straight line through them. c. Determine the modulus of elasticity as the slope of the best-fit line.
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-5 For the beam of Problem 9.4-2. a. Compute the deflections that occur before and after the concrete has cured. b. It the live toad deflection exceeds L360 , select another steel shape using either LRFD or ASD.
A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If lead and resistance factor design is used, determine the factored load (required strength) to be used in the design of the column. Which AISC load combination controls? b. What is the required design strength of the Column? c. What is the required nominal strength of the column for a resistance factor of 0.90? d. If allowable strength design is used, determine the required load capacity (required strength) to be used in the design of the column. Which AISC load combination controls? e. What is the required nominal strength of the column for a safety factor of 1.67?
using Figure 5-27, what is the advantage of the suspended type magnet over the other two types of magnets?