## the steel has a specified strength of f y 60 ksi

### results for this questionFeedbackAre You Properly Specifying Materials?

applications is ASTM A53 Grade B (F y = 35 ksi,F u = 60 ksi).See also items 4 and 5 in the sidebar 10 Important Tidbits. PLATE PRODUCTS See the summary in Table 2-2.Structural Plates The preferred material specification for structural plates is ASTM A36 (F y = 36 ksi for plate thickness equal to or less than 8 in.,F y = 32 ksi otherwise; F u = 58 ksi). results for this questionWhat is the capacity of 50 ksi steel?What is the capacity of 50 ksi steel?50 ksi Steel H-pile Capacity 50 ksi Steel H-pile Capacity FINAL REPORT June 30,2015 Kent A Harries,PhD,FACI,FIIFC,PEng Jeen-Shang Lin,ScD,PE Marwa Hasanzoi,MSCE COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION CONTRACT # 4400011482 WORK ORDER # PIT 00150 ksi Steel H-pile Capacity - Pennsylvania Department of results for this questionWhat is the yield strength of 40 ksi?What is the yield strength of 40 ksi?The yield strength measured in the test is a touch over 40 ksi.If I assume this is 35 ksi steel (ASTM A53 Gr B or ASTM A252 Gr 2),the section does not check out for strength and requires reinforcements to carry proposed loads.But if I use the actual 40 ksi,the section is OK.Avoiding the reinforcement on the job will save around $20,000.Fy = Specified Minimum Yield Stress - Eng-Tips Engineering

### results for this questionWhat is the yield strength of grade 80 steel?What is the yield strength of grade 80 steel?User Note:Materials are offered in A653 (A653M) grade 80 steel (galvanized) or ASTM A1008 (A1008M) grade 80 steel (uncoated).This steel has a minimum yield strength of 80 ksi (550 MPa) and is generally over 90 ksi (620 MPa).Depending on the deck geometry,AISI S100 limits the maximum design yield stress to 60 ksi (415 MPa) for this material.AmericAn nAtionAl stAndArds institute/ steel deck (PDF) Use of high-strength reinforcement for earthquake

For many years,the design of reinforced concrete structures in the U.S.has been dominated by the use of steel reinforcement with a specified yield strength,fy,of 60 ksi.5.Flexural Analysis and Design of Beams 5.1.Reading n = Ã f y bd2 1 0.59 Ã f y f c M n = (0.0102) ×(60 ksi) ×(10 in)×(23 in)2 × 1 0.59 ×(0.0102) ×60 4 = 2,950,000 lb in = 246 kft c = Ã f y f c d c = 0.0102×60 4 ×23 0.72 = 4.89 in 25 10 23 As=2.35 in2 c d = 4.89 23 =0.213 <c d t =0.375 Tension failure

### A572 Grade 42,50,55,60,65 Steel Plates

Material Properties The following material properties are ASTM specifications and will be confirmed on the Mill Test Report.Grade Yield Point (ksi) Tensile Strength (ksi) Min.8 Elongation % 42 42 60 20 50 50 65 18 55 55 70 17 60 60 75 16 65 65 80 15 Chemical Composition The following composition properties are ASTM specifications for the A572 grades.Grade 42 + Grade 42 Carbon max 0.21% ASTM A706 Grade 80 ReinforcementThe ratio c 3d s assures that mild compression steel with f y 60.0 ksi will yield.For yield strengths above 60.0 ksi,the yield strain is close to or exceeds 0.003,so the compression steel may not yield.It is conservative to ignore the compression steel when calculating flexural resistance.AmericAn nAtionAl stAndArds institute/ steel deck ASTM A1008 (A1008M) grade 80 steel (uncoated).This steel has a minimum yield strength of 80 ksi (550 MPa) and is generally over 90 ksi (620 MPa).Depending on the deck geometry,AISI S100 limits the maximum design yield stress to 60 ksi (415 MPa) for this material.User Note Most steel deck is manufactured from steel conforming to ASTM

### Appendix M 2010 AASHTO Bridge Committee Agenda Item

f y = specified minimum yield strength,not to be taken less than 60.0 ksi nor greater than 100.0 ksi.Item #6B Add the following paragraph at the beginning of Commentary C5.5.3.2 With the permitted use of steel reinforcement having yield stresses above 75.0 ksi,the value of f min is expected to increase.Comparing Steel Plate Gradesnormalized,with a tensile strength of 70-90 ksi and a minimum yield of 50 ksi.Class 2 has a tensile strength of 80-100 ksi and minimum yield strength of 60 ksi.Abrasion resistant steel Developed according to a specific carbon-manganese specification,this steel plate is designed to withstand wearCrack Opening Behavior of Concrete Reinforced with High The adopted equations for calculation of crack width and crack spacing are based on the use of conventional steel.However,concrete members reinforced with high strength steel reinforcement [having a yield strength,f y,greater than 690 MPa (100 ksi)] have different behavior due to the expected higher service loads.An empirical parametric procedure has been introduced for determination of

### EML2322L -- Materials and material selection

As seen in Table 1,mild steel has a yield strength around 50 ksi.Mild steel is used in a variety of applications from car doors to structural supports in buildings.Like all steel,1018 has a density of 0.283 lb/in 3 and a stiffness of 29,000 ksi,making it three times stiffer than the same size piece of aluminum.File Size 139KBPage Count 6People also askWhat is the yield strength of Class 1 steel?What is the yield strength of Class 1 steel?Class 1 is normalized,with a tensile strength of 70-90 ksi and a minimum yield of 50 ksi.Class 2 has a tensile strength of 80-100 ksi and minimum yield strength of 60 ksi.Abrasion resistant steel Comparing Steel Plate GradesFile Size 165KBPage Count 6ASTM A572 Grade 50,55,60,65 Steel Plates Specification A514/A514M Specification for quenched and tempered alloy steel plate with high yiled strength,suitable for welding; A588/A588M Specification for High-Strength Low-Alloy Structural STeel,up to 50 ksi [245 MPa] Minimum Yield Point,with Atmospheric Corrosion Resistance; ASTM A572 Grade 50,60 65 Data Sheet Properties

### File Size 906KBPage Count 1150 ksi Steel H-pile Capacity

Jun 30,2015·PennDOT Design Manual DM-4 (2012) §6.15.1 limits the specified yield strength of steel piles to F y 36 ksi.PennDOT Strike-Off Letter (SOL) 483-13-12 modifies this limit to F y 50 ksi and updates relevant sections of DM-4 and BC-757M and Publication 408 (section 1005) accordingly.SOL 483-13-12 notesFor Both Double Reinforced Beams Below,Compute Th For both double reinforced beams below,compute the design strength of the simply supported beam beams if fy = 60 ksi and fc =4 ksi.Start by assuming that the compression steel yields to find a and c,then use c to verify whether compression steel yields.If compression steel has not yielded,you need to recalculate c before calculating Mn.Fy = Specified Minimum Yield Stress - Structural Jun 22,2010·The yield strength measured in the test is a touch over 40 ksi.If I assume this is 35 ksi steel (ASTM A53 Gr B or ASTM A252 Gr 2),the section does not check out for strength and requires reinforcements to carry proposed loads.But if I use the actual 40 ksi,the section is OK.Avoiding the reinforcement on the job will save around $20,000.

### Grade Guide A36 Steel Metal Supermarkets - Steel

Chemical CompositionDesignationOther Mechanical PropertiesHow A36 Is MadeCommon Uses of A36A36 is a low carbon steel.Low carbon steels are classified by having less than 0.3% carbon by weight.This allows A36 steel to be easily machined,welded,and formed,making it extremely useful as a general-purpose steel.The low carbon also prevents heat treatment from having much of an effect on A36 steel.A36 steel usually has small amounts of other alloying elements as well,including manganese,sulfur,phosphorus,and silicon.These alloying elements are added to give A36 steel its desiSee more on metalsupermarketsLRFD Example 4 2-Span Precast Prestressed I-GirderTensile Strength fpu = 270 ksi Yield Strength fpy = 243 ksi Modulus Elasticity Ep = 28500 ksi Concrete The final and release concrete strengths are specified below Precast I-Girder Deck fc = 5.0 ksi fc = 4.5 ksi fci = 4.7 ksi Unit weight for normal weight concreteI would be alright using the tested yield with a qualifier. If it is a single column,and that column was tested I would be good with the 40ksi,bBuy all means do what you are proposing. That's called good,well reasoned,engineering judgement. We are called on to design safe structures so1well said dhengrYou should not base your calculations on a single test. If you took a series of tests,you would find a certain amount of scatter in the results,2There will be variation throughout a single member and sample,which is why certain tests specify things like percent elongation over a sample of a1Thanks for your thoughts.To answer TX This is a structure that has been in service for a number of years. The client would like to add some eccecue the age old debate on wind loads !!!!I was not going to argue about the wind loads,but it is only one member,that has been tested,and the test shows 40 ksi - which provides an allowenginerding- I was just interjecting some sarcasm.or,at least,I was trying toMill Certificate vs.Design Yield StrengthJan 06,2011Appropriate use of FyJan 21,2009See more resultssteel when fy=50ksi,what is E? Yahoo AnswersFeb 22,2007·Yield strength= Fy (In many materials,the yield stress is not very well defined and for this reason a standard has been developed to determine its value.The standard procedure is to project a line parallel to the initial elastic region starting at 0.002 strain.Make your question more clear:what is fy ? I think it is yield strength.Yield strength= Fy (In many materials,the yield stress is not very wBest answer 3fy is the yield point of the material.E is the symbol for Young's Modulus of the material.E can be measured by dividing the elastic stress by the2This Site Might Help You.RE:steel when fy=50ksi,what is E?0E Of Steel0Forrest Gump0E is the modulus of elasticity,usefull in calculating strength of structural sections. For steel E=30 000 000 psi.0For the best answers,search on this site https://shorturl.im/VtKmXAll are great movies,but I tend to lean toward Forrest Philadelphia..0E = 29,000,000 psi and has nothing to do with the yield stress of 50 ksiall the other crap above is wrong2Chapter 9 MaterialsReinforced concrete structures and concrete members are designed using Grade 60 deformed bar steel with a minimum yield strength of 60 ksi.The modulus of elasticity,E s,for steel reinforcing is 29,000 ksi.Reinforcement may be epoxy coated and this is determined by

### Mechanics of Materials-Steel - Learn Civil Engineering

strength,a stress at the point of unloading that corresponds to a strain of 0.002 is used.This method of determining the yield strength is called the 0.2% offset method.The two properties usually needed for steel design are F u and F y regardless of the shape of the stress-strain curve and regardless of how F y was obtained.F u F y E Monthly Supervisors Meetingassures that mild compression steel with f y 60.0 ksi will yield.For yield strengths above 60.0 ksi,the yield strain is close to or exceeds 0.003,so the compression steel may not yield.It is conservative to ignore the compression steel when calculating flexural resistance.In cases whereRole of Yield-to-Tensile Strength Ratio in the Design of A913 Grade 65 steel mechanical properties requirements are yield strength 450 MPa (65 ksi),and tensile strength of 550 MPa,resulting in a Fy/F u ratio of 0.82.Steels for application in bridges are covered in ASTM A709/709M.High-performance steels (HPS) are the newest additions to the family of bridge steels.The HPS-70W [485W],which has

### SAS HIGH STRENGTH CONCRETE REINFORCEMENT

Over The past several years,the concrete industry has made high strength concrete available for the construction of high-rise buildings.However,the reinforcing steel that is used has stayed at Grade 60 ksi.The use of high strength steel with high strength concrete simply makes technological sense,enabling engineers to design complex structures safer.STRUCTURAL STAINLESS STEEL DESIGN TABLESTwo strength levels are covered 30 ksi which corresponds to austenitic stainless steels and 65 ksi which corresponds to duplex stainless steels.The initial modulus of elasticity was taken as 28,000 ksi (193,000 MPa) for the austenitic stainless steels and 29,000 ksi (200,000 MPa) for the duplex stainless steels (Table 2-9 of DG27).STRUCTURE magazine Steel Deck FAQs80 ksi steel and other high-strength or full-hard steel coils typically have lower ductility than lower strength steels.The American Iron and Steel Institute (AISI) S100 specification limits the maximum permissible design yield stress to 60 ksi for these lower ductility steels (with potential exceptions for the flexural yielding limit state).

### Solved A Steel Bar Of Yield Strength 60 Ksi,Ultimate Ten

A steel bar of yield strength 60 ksi,ultimate tensile strength 80 ksi,and endurance limit 40 ksi is subjected to a steady torsional shear stress of 15 ksi and an alternating bending stress from 0 to 25 ksi.Some results are removed in response to a notice of local law requirement.For more information,please see here.12345NextSteel - Memphistensile strength of weld metal,the lower-bound strength of welds shall be taken as indicated in AWS D1.1 .For construction pre-dating 1970,use of a nominal ultimate tensile strength of 60 ksi shall be permitted.5.3.2.2 Component Properties The following properties of components and their connections shall be obtained for the structure 1.

### Steel AISC Load and Resistance Factor Design

f y = 50ksi y = 0.001724 f Steel Materials W shapes are preferably in steel grade ASTM A992 Fy = 50 ksi,Fu = 65 ksi,E = 30,000 ksi.ASTM A572 can be specified that has Fy = 60 or 65 ksi,Fu = 75 or 80 ksi,E = 30,000 ksi.ASTM A36 is available for angles and plates with Fy = 36 ksi,Fu = 58 ksi,E = 29,000 ksi.Pure FlexureSteel Design - Texas AM UniversityA572 high strength low-alloy used for some beams F y = 60 ksi,F u = 75 ksi,E = 30,000 ksi A992 for building framing used for most beams F y = 50 ksi,F u = 65 ksi,E = 30,000 ksi (A572 Grade 60 has the same properties as A992) ASD n where R a = required strength (dead or live; force,moment or stress) R n = nominal strength specified for ASD = safety factorSteel Materials - A Beginner's Guide to Structural EngineeringNov 04,2014·For example it was common for A36 steel (with F y = 36 ksi) to have actual yield stresses of 40 ksi or more.For design purposes,however,minimum specified values are always used since the actual values for the particular piece of steel to be used for a particular member is rarely known.

### steelwise Keeping tabs on ASTM specifications aRE yOU

Fabrication,a compilation of more than 60 steel-related ASTM standards. of these 50 ksi grades has F y = 50 ksi and F u = 65 ksi for these shapes.The availability of M-shapes in grades other than A36 of 90 ksi can be specified (per astM supplementary require-ment s79).d if desired,maximum tensilewhat is fy and fu of steel-yield strength and tensile what is fy and fu of steel-yield strength and tensile strength according to yield strength steel is divided into two category 1) low/mild strength that is mild steel having yield strength is Fe250 which can rasist the force of stress of 250N/mm2 when applied on it.tensile strength of mild steel is 410 mpa.

## Comments