Required information A square yellow-brass bar must not stretch more than 105 GPa and that the allowable tensile strength is 104 (a) The allowable side length of the cross-section (b) is the allowable value a maximum or a minimum? W (c) The allowable length of the bar (d) is the allowable length a maximum or a minimum? a&b) The allowable side length, for the square cross section

Required information A square yellow-brass bar must not stretch more than 105 GPa and that the allowable tensile strength is 104 (a) The allowable side length of the cross-section (b) is the allowable value a maximum or a minimum? W (c) The allowable length of the bar (d) is the allowable length a maximum or a minimum? a&b) The allowable side length, for the square cross section

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 12.5 mm x150 mm plate is connected to a gusset plate having a thickness of 9.5 mm.Diameter of…

A: A 12.5 mm x150 mm plate is connected to a gusset plate having a thickness of 9.5 mm.Diameter of bolt…

Q: 35. What grade of steel is most commonly used today in the production of W-shapes, and what are its…

Q: 2. The tensile link shown is flat, is 5 mm. thick, and carries an axial loac a. Compute the maximum…

A: GIVEN- Axial load (P)=1350 N Thicknesss (t)= 5 mm

Q: It is acceptable to have threads in glass parts as long as such threads were coarse. T or F

A: Threaded glass components are manufactured by a number of different companies in a variety of sizes…

Q: Determine the tensile strength of the welded A992 WT4×20. WT4 × 20 PL - Transverse weld

A: Given:- The steel section used = WT 4×20 The steel used = A992 To determine:- The tensile strength…

Q: Problem #2: A plate constructed of ASTM A470-8 steel is loaded in tension (P=85 kN) when at room…

A: Given: a = 3 mm b = 35 mm t = 5 mm P = 85 kN ASTM A470-8 properties: Kc = KIc = 60 MPam Yield…

Q: Q1/ Find the value of P for the joint shown in the figure if the allowable shear stress is 100 MPa…

A: given value are, ζ=100 Mpa and diameter D=20 mm n=4 direct shear stress on each rivet, Ps=PnPs=…

Q: A steel plate is to be attached to a support with three bolts. The cross-sectional area of the plate…

A: We have to find out the minimum bolt diameter required to develop the full strength of the plate.

Q: Thursday Nov.24, 2020 Compute the design strength in tension, Pn, of an ASTM F1554 Gr. 36 % in…

A: Compute the design strength in tension Pn, of an ASTM F1554 Gr. 36% in diameter THREADED rod.Your…

Q: 25 mm PROBLEM 2.49 Brass core The aluminum shell is fully bonded to the brass core and the assembly…

Q: A nylon thread is to be subjected to a 10-N tension. Knowing that E = 3.2 GPa, that the maximum…

Q: Three metal strips, each 40 mm height, are bonded together to form the composite beam shown. The…

A: here m ,modular ratio is m = Esteel/ E another now , width of brass is 40/ mnow widht barss is 20mm…

Q: A steel 4340, with tensile strength of 550 Mpa and Compressive -550 Mpa with length of 3.5 mm find…

A: Permissible maximum stress to a structural member is generally subjected, that is large enough to…

Q: What is the Charpy V-Notch test used for? a) Assessing corrosion resistance b) Assessing compressive…

A: Given data: Charpy V-Notch test.

Q: A 12.5-mm round structural steel rod is loaded in tension to fracture. The 200-mm gage length of…

A: ASKED: To compute the average strain for the steel rod. Given, Gage length of the rod (L) = 200 mm…

Q: Determine the change in temperature required to close the 2 mm gap between the sections shown. For…

Q: 2. A column HP 14 x 102 of A572 Gr. 55 steel has a length of 15 ft is fixed at both ends. Compute…

Q: ISA 100 x 100 x 10mm (Cross sectional area = 1908mm2) serves as tensile member. This angle is welded…

Q: Determine the design tensile strength of the plate (200 × 100) mm connected to a 12 mm thick…

A: Given: The dimension of the plate is 200 mm x 100 mm. The thickness of plate is gusset is 12 mm. The…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Required information
A square yellow-brass bar must not stretch more than 2.4 mm when it is subjected to a tensile load of 34 kN. Given: E=
105 GPa and that the allowable tensile strength is 104 MPa, determine
(a) The allowable side length of the cross-section
(b) is the allowable value a maximum or a minimum? Why?
(c) The allowable length of the bar
(d) is the allowable length a maximum or a minimum?
(a&b) The allowable side length, for the square cross section, is given as [
(mm) and the value is a (Click to select)

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: Determine the allowable side length, value is maximum or minimum, length of bar & length is maximum

VIEW

Step 2: Determine the allowable side length, value is maximum or minimum, length of bar & length is maximu

VIEW

Solution

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

A 10-foot long, 12-inch wide and 2-inch thick plate will weigh? (use steel density of 490 lbs/cft)
A No. 8 steel rebar is tested in tension. By monitoring the load reading of the testing machine, it was found that the specimen yielded at a load of 60,000 lbs and fractured at 75,000 lbs. Determine the following: a. Tensile stresses at yield and at fracture. b. Estimate how much increase in length would occur at 75% of the yield stress in a 16-in. gauge length.
Puzzler: Most steel reinforcing bars manufactured in the U.S. exhibit a sharp yield plateau. Two exceptions, however, are bars that are quenched and tempered and bars that are coiled immediately after they are hot rolled. The coiled bars are later straightened by a fabricator. Both (1) quenched-and-tempered bars and (2) straightened bars have stress-strain curves that are initially linear, but yielding is gradual, producing what is described as a "round-house" curve. The reason for the round-house behavior is the same for both types of steel. Why do these two types of reinforcing steel exhibit gradual yielding rather than a sharp yield plateau even if the same steel exhibits a sharp yield plateau if it is not quenched and tempered or coiled?
Draw a Stress – Strain Diagram with complete details (limits, ranges, regions, etc.) and discuss each detail. Include in your discussion what happens to the member in those limits/ ranges/ regions/ etc. and relate them to the strength of the steel which should be considered in designing a member.
Please include the detailed explanation and diagram
STRENGTH OF MATERIALS (SIMPLE STRAIN:Poisson’s Ratio: Biaxial and Triaxial Deformations)100% UPVOTE! PLEASE INCLUDE FBD IF NECESSARY. THANK YOU! GOD BLESS!
Q.2 Three bars each made of different materials are Steel Copper Ecu- 120 GPa ag = 12(10-)/C a = 21(10-")/"C a = 17(10-)C Acu = 515 mm? Brass connected together and placed between two E= 200 GPa E= 100 GPa walls when the temperature is T1 = 12°C. %3D Detemine the force exerted on the rigid A = 200 mm? Ape- 450 mm supports when the temperature becomes T2 %3D 18°C. The material properties and cross- 300 mm 200 mm 100 mm sectional area of each bar are given in the figure. (Marks = 10, CLO 3)
Determine if W44x285 (A992) section is Compact, Non-Compact or slender. Show neat handwriting and complete solution.
1.A round bar made from SAE 1025 low Carbon steel is to support a direct tension load of 50,000 lbs. Using a factor of safety of 4, and assuming that the stress concentration factor, k = 1, What is the suitable standard diameter. Yield stress is 40,000 psi.
Please help I need it in 30 minutes
Which of the following statements best describe ALLOWABLE STRESS DESIGN (ASD)? Members are designed so that stresses do not exceed an allowable or permissible value. Design of members are based on consideration of failure conditions rather than working load conditions. Structural members are selected so that the loads applied do not create a plastic mechanism. Members are designed so that these will have enough strength to resist factored loads.
What is the ultimate strength of an ASTM A36 Steel (Use Appendix G/ Page 501-502) Do not use any external source to answer this question ? Ksi. Your answer should be a numerical value Do not include anything else. Example: If the appendix indicates that the ultimate strength is 88 ksi, your answer should be 88