eld Strength of Grade 60 Steel, what would be the Maximum load that the 25 mm diameter bar can carry? a 204 kN b 203 kN c 205 kN
Q: A standard Proctor test was performed on a soil which has a G = 2.75. The moisture content and total...
A: We have to determine the value of dry unit weight for each sample and dry unit weight for 12% and 14...
Q: 3. Determine the location and magnitude of the maximum deflection along the beam. Portion AB has fle...
A:
Q: Information obtained when drilling at a site would include: The type of soil present at the site an...
A: Drilling is indeed the procedure of entering the earth and removing rocks from different depths unde...
Q: 1. Find the sum of A and B given: b. a A = %3D e %3D
A: Please refer the attached solution, thanks
Q: 9.4- A concrete slab with 180 mm thickness support dead load 5kN/m? include self- weight and service...
A: We have to determine adequacy of slab thickness and steel area required at point 1, 2, 3&4 and t...
Q: Water, Oil (sg = 0.90) 6 in 8 in 6 in 10 in 6 in Mercury (sg = 13.54)
A:
Q: Find the total amount of suspended sediment per unit width of a river according to the velocity prof...
A:
Q: If a sluice gate produces a change in the depth of water from 3.0 m to 0.6 m, then the force on the ...
A:
Q: eter of the sample is 6”. a 31.1 MPa b 30.1 MPa
A: Average strengthC=55100+54800+552003=55033.3kgStrength in 'N'=55033.3kg×10=550kNso,
Q: Young's modulus E and yield on of the values of d and t so tl Iding nor buckling occurs in any rammi...
A:
Q: Section C15 x 40 section shown carries a total service tension load of 700 kN with a dead-to-live-t...
A: Bolted joints provide a number of benefits, one of which is their high tensile strength. Tensile str...
Q: Problem Exercise 1. From the following figures, find the following materials re- quired for its cons...
A:
Q: The bronze bar 3 m long with a cross-sectional area of 350 mm? is placed between two rigid walls. At...
A: Given, l=3 mA=350 mm2T1=-20° Cδ=2.2 mmα=18×10-6 /° CE=80GPaσ= 30 MPa
Q: (Please Show your complete solutions including diagrams if necessary and enclose/highlight all final...
A:
Q: 5 kN 2 m C E. A 6 kN 8 kN 2 m 2 m 2 m
A:
Q: A series levelling had been down along the centre line of the proposed road the distance between eac...
A: Leveling is defined as the process of calculating the reduced level of a point either on earth or ab...
Q: What will be the depth of a beam that is 20 cm wide and is subjected to shearing force of 10,000 kg....
A: Given data in question Width Shearing force Shearing stress To find out Depth of beam
Q: IV. Determine the reactions for the continuous beam shown by the three-moment equation. Draw the she...
A:
Q: In a dilatancy test on site water slowly showed up on the surface of the sample, this sample possibl...
A: True
Q: In your own words, explain Why is it important to know the history of transportation in relation to ...
A: Transportation carries necessary raw materials to factory for production of goods and supplies finis...
Q: A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not ...
A:
Q: An ideal gas has its pressure (1.7) times and mass density (2.9) times increased. If the initial tem...
A:
Q: A hydraulic Jump occurs in a triangular flume having side slopes of 1:1. The flowrate is 0.502 cum/s...
A: When flow is taking place from supercritical flow to subcritical flow . Side slope of Triangular sec...
Q: Reduction in void ratio is a measure of the effectiveness of compaction. Explain the paragraph techn...
A:
Q: 1000 N/m -12 m-
A:
Q: Determine the displacem ent and slope at point C. El is constant. Use Castigliano 's Theorem. 12 kN/...
A:
Q: If the depths of the points A, E are (0.79m), (-0.09m) and the R.L of A,E are *:(30.21),( 30.09) the...
A:
Q: The given plate below with width of 200 mm and thickness of 16 mm is to be connected to two plates o...
A: A riveted steel link is produced by drilling holes through the thickness of both components, passing...
Q: Given the laboratory results of the Atterberg Limit Test in Figure 3.1 ar Table 3.1. a. Determine th...
A: As there are multiple questions posted, according to the guidelines, only the first three are being ...
Q: what lo the cothtal gradient far coarse gnained doil which han voidratio Shecilic rauity 2-67 & o-8 ...
A: The given question is related with geotechnical engineering . In this question we are provide with v...
Q: 1. Calculate the runoff coefficient for use in the Rational Method if a watershed consist of 5 acres...
A:
Q: A truss shown in Fig 13.33 is curņing u pvint lonul of 5 kN at E. 4 4m 2 m E F 2'm 5 kN B D Fig. 13....
A:
Q: THIS TOPIC IS RELATED TO GEOTECHNICAL ENGINEERING Reduction in void ratio is a measure of the effect...
A: To prove :- reduction in voide ratio is a measure of effectiveness of compaction.
Q: Find roller support reaction
A: ASKED: To determine the reaction at the roller support.
Q: The diagonal members in the center panels of the truss shown are very slender and can act only in te...
A:
Q: Active earth pressure per meter length on the retaining wall with a smooth vertical back as shown in...
A:
Q: A bag of wheat weight 300 kg .To what height should it be raised so that potential energy is 9600 J?...
A:
Q: Please, I need to draw this figure in AutoCAD
A: ASKED: To create the given engineering drawing in AutoCAD. In order to prepare the engineering dra...
Q: shear and moment
A:
Q: 4.12. Show that the pattern due to a two-dimensional sink at the orig d sources at (0-5, 0) and (2, ...
A: The pattern due to the two dimensional sink at the origin and source are given in the above question...
Q: Provide at least five possible attachments for a hydraulic excavator and define the use of each iden...
A: Five possible attachments for a hydraulic excavator are: 1. Hydraulic Breaker 2. Excavator Grapple 3...
Q: Use the following scale for the diagrams: SHEAR DIAGRAM: 1 cm 100 kN; MOMENT DIAGRAM: 1 cm 100 kN-m ...
A: Given : Overhang beam with UDL, point loads and moment acting on it
Q: The vertical stress at some depth below the corner of a 2m x 3m rectangular footing due to a certain...
A: Given data- Case-aRectangular footing of 2m×3mLoad=100 kN/m2Case-bRectangular footing 4m×6m
Q: A rectangular beam of width 100 mm is subjected to maximum shear force of 60 kN. The corresponding m...
A: Given data- Width of the beam b=100 mmshear force S=60 kN=60,000 Nmaximum shear stress τmax=4 N/mm2T...
Q: Active earth pressure per meter length on the retaining wall with a smooth vertical back as shown in...
A:
Q: what was the unit used in the plan shown above ? autocad
A: There base unit in AutoCad is inch.
Q: a. Use the portal method and determine (approximately) the reactions at supports A, B, C, and D. o. ...
A:
Q: What is the slope of EH if distance between them 300m.and R.L of * E=30.09and R.L of H=29.25 _0.0028...
A: The given question is related with surveying . In this question we are provided with value of reduce...
Q: If the posson ratio of elastic material is 0.453 the ratio of modulus of rigidity to Young modulus
A: Given data of elastic material Poisson ratio = 0.453 Now We have to find the value of the "ratio ...
Q: find the centroid of the composite area please provide with detailed drawing WIDE FLANGE DIMENSION:...
A:
Using the Yield Strength of Grade 60 Steel, what would be the Maximum load that the 25 mm diameter bar can carry?
a 204 kN
b 203 kN
c 205 kN
d 206 kN
Step by step
Solved in 2 steps
- 2. A column HP 14 x 102 of A572 Gr. 55 steel has a length of 15 ft is fixed at both ends. Compute the design compressive strength for LRFD and the allowable compressive strength for ASD. (Steel section properties are provided in the next page) ASTM Designation A572 Gr. 42 Gr. 50 Gr. 55 Gr. 60⁰ Gr. 65⁰ Yield Stress (ksi) 42 50 55 60 65 Fu Tensile Stressa (ksi) 60 65 70 75 80Rolled steel section ISWB 300 is used as a column of height 6 m, fixed at base and pinned at top. Find the permissible compressive load on the column using the table of permissible compressive stresses as given in the table below: Cross-section properties of ISWB 300 section are as follows: Area of cross-section = 6133 mm² Flange width= 200 mm 10 mm 7.4 mm 2 dac λ Osc Flange thickness Web thickness = 50 132 13 57 2 = slenderness ratio 60 122 = 1xx Lyy = = 70 112 98.216 x 106 mm4 9.9 x 106 mm4 80 101 90 100 90 80 140 150 160 170 180 51 45 41 37 33 ac = allowable compressive stress in MPa Use linear interpolation for intermediate values of λ. 110 72 190 30 120 64 200 28Specify a suitable aluminum casting alloy for a bar with square crosssection. Length of one side of the cross-section is 50 mm. The bar is subjected toan impact loading with a tensile force of 60 kN
- Question- A tension member of a roof truss carries a factored load of 430 kN. By considering the strength in yield, what is the gross area required to carry this load? (Consider Fe 250 grade steel).Topic: COMBINED STRESS-AXIAL TENSION AND FLEXURE BENDING: STEEL DESIGN Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee Questions A Tension member with no holes is subjected to axial loads of PD=68kN & PL=64kN.It is also subjected with bending moments of MDy=40kN-m & MLy=55kN-m. Is themember adequate? Steel is of A992 Gr 50 Specs. Use LRFD. Neglect the weight of the beam. Section properties:Lp = 1.863 md=459.99mmtw=9.02mmzx= 1835x10^3 mm^4Lr = 5.305 mLb = 4.8 mbf=191.26mmtf=16mmSx=1611x10^3 mm^4 Sy=195x10^3 mm^4Zy=303x 10^3 mm^4 Cb=1.32A W6 x 15 structural steel column is 24 ft tall and is fixed at its base and top. It is braced (horizontally) at the midspan. These braces are pin-connected to the column's web. Determine the load that the column can support so that it does not buckle nor the material exceeds the yield stress. Use the undermentioned data: Q2 E = 29 (10)³ ksi Oy = 60 ksi %3D Ik = 29.1 in ly = 9.32 in (This question has no diagram)
- For axially loaded steel column, how could you determine that your section is safe? In case of failure in your as- sume section, what would be your adjustment in your design to make it safe?A bar made of high strength low-carbon steel of GRade 50 (yield strength gauge 50 ksi) , is 0.5 inchthick and 1.2 inch wide. The ultimate tensile strength of the steel is 70 ksi. Determine the load at whichthe bar starts to yield and also determine the load when the bar is likely to fracture. Taking the originalgauge length to as 5 inches and Young’s modulus of steel as 30 x 10^6 psi, estimate the new gauge lengthwhen the specimen is stressed at 2/3 of the yield stress.A 6.1 m long steel column is fixed at its base and pinned at the top end. The cross section is a W360×57. The steel has a yield strength oy = 250 MPa. a) Determine the critical load, Per b) What is the maximum column length to ensure failure due to yielding instead of buckling?
- Calculate the shear yield stress (ksi) of A588 steel.Plastic stage is when all elements of a steel section is in yielding condition and reaches its utlimate strength before it collapses without lateral torsional buckling. O True O FalseEstimate 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 thesample could carry before reaching the yield strength if the steel has ayield strength of 225 MPa?b. Would you expect a 2.5 m stud to carry the same load in compression?(explain)