Q1: Find the diameter of indentation for steel with the • :following information ** Brinell hardness test = 150 ** Diameter ball = 5 mm Q2 / find the Vickers hardness number for steel with the following information * load applied=100 kg * indentation =0.93 mm

Q1: Find the diameter of indentation for steel with the • :following information Brinell hardness test = 150 Diameter ball = 5 mm Q2 / find the Vickers hardness number for steel with the following information * load applied=100 kg * indentation =0.93 mm

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.4P: A tensile test was performed on a metal specimen with a diameter of 1 2 inch and a gage length (the...

See similar textbooks

Related questions

Q: .5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing...

Q: The stiffness matrix for the given coordinates of the beam as shown in the figure is

Q: Enumerate the steps in determining the ultimate moment strength of a singly-reinforced RC beam. Expl...

Q: Please calculate the clay content %, this w%

A: Given the table, Sample number 1 2 3 Mass of empty, clean can (grams) 3.47 3.69 3.75 Mass o...

Q: square footing is to support a carrying ad load. The allowable soil pressure is z50 kPa. The bottom ...

A: Step 1: a = 400mm DL =1200 kN LL= 1400 kN qa= 250 kpa Df =1m Γ=19 kN/m3 Fc’=21 MPa

Q: 47 КРа 4Z KPa 28 KPa 2Y kPa D A 8X КРа 81 КРа 706 F B E For the state of stress as shown in Figure. ...

Q: Problem 9. Calculate the maximum moment 3 k/ft 2 k/ft A 20 ft -30 ft- O 347.5kN-m O 327.5kN-m O 307....

A: Calculate maximum moment?

Q: °Prob. 2.9-4. Determine the allowable tensile load P for the prismatic bar shown in Fig. P2.9-4 if t...

Q: the srainer length required tos a tube weu a discharge of 81/s? Ass um e pamissible entrance velocil...

A: Given data: Discharge rate, Q = 8 l/s2 Permissible entrance velocity, v = 2 cm/s = 2×102 m/s Straine...

Q: 3.15 Water occupies the bottom 1.0 m of a cylindrical tank. On top of the water is 0.75 m of kerosen...

A: Find gauge pressure at bottom of tank?

Q: Determine the length required for the exit ramp having a downward slope of 2% and with the following...

A: Given, G = - 2% V = 96 kph or 26.67 m/s P-R time (t) = 2.5 sec Friction coefficient (f) = 0.35

Q: What could be the risks of a pumping and water storage system project? Please give some examples of ...

A: As we know that hydroelectric and pumped hydro storage projects require a lot of land, they can have...

Q: A circular gate 2 m in diameter is inclined at an angle of 30 degrees from the horizontal. Fresh wat...

A: Given,

Q: A 5-m simply supported beam is loaded over the whole span with uniform loads of WDL=18kN/m and WLL=1...

A: Given: The length of the beam is 5 m. The value of WDL is 18 kN/m. The value of WLL is 15 kN/m. The ...

Q: A composite assembly consisting of a steel [G-80 GPa] core (2) connected by rigid plates at the ends...

A: maximum shear stress : The highest shear stress in a short area is the most concentrated shear force...

Q: y 130 mm 30 mm 30 mm -40 mm 40 mm-

Q: .5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing...

A: Given Data - To Find -

Q: A sample of dry soil weighs 68 gm. Find the volume of voids if the total volume of sample is 40 ml a...

Q: Find the force in the member FG of the given pin jointed frame. 10 kN I H 5 kN 2 m J F K A B E G 30 ...

Q: The 4-mm diameter cable BC is made of a steel with E = 200 GPa. Knowing that the maximum stress in t...

Q: A concrete wall footing with a width of 0.9m and a depth of 0.6m supports a centrally placed 0.6-m-t...

A: To determine the height of wall with given ultimate bearing and footing and wall dimensions. Giv...

Q: 2. The three bars have a weight of WA = 20 lb, WB = 40 Ib, and Wc = 60 Ib respectively. If the coeff...

Q: Two reservoirs, A and B, are connected together by the two pipes with a pump between them. Assuming ...

Q: Problem 5. Moment at point C 6k 12 k A B 5ft 10 ft O +210KN-m O +220KN-m O-210KN-m 1220KN-m

Q: Problem 4. Shear at point C 20 kN 20 kN D B C -3 m -3 m- -3 m- O+20KN-m -20KN-m O +25KN-m -25kN m

Q: The volume flow rate of a given fluid is 0.002 m/sec. What is the mass flow rate of that fluid havin...

A: Given data : The value of density (ρ)=13600 kg/m3 The value of volume flow rate (Q)=0.002 m3/sec T...

Q: .5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing...

Q: If €, and e, are the maximum and minimum strains, respectively in the neighbourhood of a point in a ...

A: Principal Strain: Maximum and minimum normal strain possible for a specific point on a structural el...

Q: The copper pipe [G = 6,000 ksi] has an outside diameter of 3.750 in. anda wall thickness of 0.250 in...

Q: A flexible circular area of radius 3.3 m. is uniformly loaded by q = 341 kN/m². Determine the increa...

Q: The table below contains the conditions of a fluid (SG = 0.50) flowing in a pipe having constant dia...

A: Step 1: PA= 32.4 psi PB=29.7 psi ZA=56.8 ft ZB=68.2 ft

Q: Fundamental Problem 4.41 Part A Determine the resultant force and specify where acts Determine the m...

Q: 1O KN/ m A 6 m

Q: A sample of soil with LL of 72.8 was found to have a liquidity index of 1.21 and water content of 81...

Q: kPa. The bottom of the footing is situated 1 m below the ground surface. Assume the average unit wei...

A: Given : 400 mm X 400 mm column Soil bearing capacity = 250 kN/m2 fc = 21 MPa, fy = 414 MPa

Q: A hand-carved sample of clay having a mass of 2.62 kN is removed from a 0.5 meter- diameter hole. Th...

Q: 1. Determine the horizontal and vertical components of force acting on radial gate ABC in the figure...

Q: Situation 5 From the given cross-section of earthworks. (Width of base is 8m) Sta A 9.5 5 +2.75 +1.5...

A: We have to determine the value of area of the station A and B aa per the given data in the question ...

Q: Why does NSCP impose limits on the steel ratio to be provided on RC beams?

A: Hi! Thank you for the question. As per the honor code, we’ll answer the first question since the ex...

Q: Problem 6. Moment at point C 15 k 100 k-ft B C -6 ft- -6 ft- -6 ft O -800KN-m O -700KN-m O -900KN-m ...

Q: Tmax „. If the solid shaft is replaced by a tubular shaft o of outside diameter to inside diameter 1...

A: ∂=Ta.lGIJ=π32d4 for solid shaft now the weight of solid shaft and hollow shaft is same then Wso...

Q: The shaft consisting of steel and aluminum segments carries the torques T and 2T. Find the largest a...

Q: A cylindrical tank holding oxygen at 2.091 kPa pressure has an outside diameter of 409 mm and a wall...

Q: 4. Problem 4 A soil sample weighing 455 g when brought from the field in a cylinder of 300 cubic cen...

Q: uestion find the A for o Coop when its Duty 1728 holt/Cumec of he field the buse period of this Cmpi...

A: Given data: Duty, D = 1728 hact/cumec Base period, B = 115 days

Q: 3 ft 4 ft 7. The 2P P Aluminum A = 0.6 in.2 E = 10 x 10° psį Steel - A = 0.4 in.2 E = 29 x 106 psi c...

Q: 2. The curved surface AB, shown below, is a quarter of a circle of radius 5 ft. Determine, for an 8-...

Q: A steel section ISHB 250@54.7 Kg/m of steel grade E250 is used a compression member of effective hei...

Q: Rank the curves based on the total amount of strain hardening, if any. Rank the curves from most to ...

Q: Calculate the forces in all members of the trusses shown below using the method of joints. 3 ft 5 ft...

A: A loaded truss is given and it has been asked to determine forces in each member. Please refer step ...

Question

Q1: Find the diameter of indentation for steel with the •
:following information
** Brinell hardness test = 150
** Diameter ball = 5 mm
Q2 / find the Vickers hardness number for steel with the
following information
* load applied=100 kg
* indentation =0.93 mm

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 by step

Solved in 2 steps with 2 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 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.
A tensile test was performed on a metal specimen with a diameter of 1 2 inch and a gage length (the length over which the elongation is measured) of 4 inches. The dam were plotted on a load-displacement graph. P vs. L. A best-fit line was drawn through the points, and the slope of the straight-line portion was calculated to be P/L =1392 kips/in. What is the modulus of elasticity?
The results of a tensile test are shown in Table 1.5.2. The test was performed on a metal specimen with a circular cross section. The diameter was 3 8 inch and the gage length (The length over which the elongation is measured) was 2 inches. a. Use the data in Table 1.5.2 to produce a table of stress and strain values. b. Plot the stress-strain data and draw a best-fit curve. c. Compute the, modulus of elasticity from the initial slope of the curve. d. Estimate the yield stress.
A tensile test was performed on a metal specimen having a circular cross section with a diameter of 1 2 inch. The gage length (the length over which the elongation is measured) is 2 inches. For a load 13.5 kips, the elongation was 4.6610 3 inches. If the load is assumed to be within the linear elastic rang: of the material, determine the modulus of elasticity.
Solve Sample Problem No. 1 using these load values: a. M D =175 kN-m,M L =1 90 kN-m b. Find the maximum design moment so that its tension controlled. (USE c = 3d / 8). Tension steel exactly experiences 0.005 strain.
Strength of materials - ENGR 3321 The answer should be: 17.68 kN; 11.8 MN/m2 compressive
Define the terms shear stress and shear strain, illustrating your answer by meansof a simple sketch. Two circular bars, one of brass and the other of steel, are to beloaded by a shear load of 30 kN. Determine the necessary diameter of the bars (a) insingle shear, (b) in double shear, if the shear stress in the two materials must notexceed 50 MN/m2and 100 MN/m2respectively.
At the proportional limit, the axial load of a 0.70-in-diameter bar was 5400 lb. A 2.20-in. gauge length on the bar has increased by 0.0040 inch. a) Determine the strain in the bar.b) Determine the elastic modulus (in ksi)
Calculate the steel ratio that will produce a tension-controlled failure if compressivestrength f’c = 28 MPa and steel yield strength fy the answer is 0.02167 but i don't know how to solve it please help
A metal specimen with 20 mm diameter and 100 mm gauge length is loadedelastically with 5 kN and elongates 0.8 mm. Its diameter under this load is 19.95 mm. Calculate:a) the Bulk Modulus, Kb) the Shear Modulus, G
Estimate the cross-sectional area of a 350S125-27 cold-formed shape.a. If the member is tested in tension, what would be the maximum force the sample could carry before reaching the yield strength if the steel has a yield strength of 33 ksi?b. Would you expect a 96 in. stud to carry the same load in compression?(explain)
A steel bar, whose cross section is 0.60 inch by 4.10 inches, was tested in tension. An axial load of P = 31,025 lb. produced a deformation of 0.115 inch over a gauge length of 2.10 inches and a decrease of 0.0080 inch in the 0.60-inch thickness of the bar. a. Determine the lateral strain. b. Determine the axial strain. c. Determine the Poisson’s ratio v. d. Determine the decrease in the 4.05-in. cross-sectional dimension (in inches).