Determine the maximum safe capacity of an axially loaded hinged ends column having an unsupported length of 4m. Fy = 248 MPa and E = 200 GPa. Use AISC Specifications. 100
Q: Suppose you are to measure the BOD (biochemical oxygen demand) removal rate for a primary wastewater…
A: From the given data,now calculating for the treated sewage is,Substitute all the values, we get…
Q: A swimming pool is 10 ft wide and 20 ft long and its bottom is an inclined plane, the shallow end…
A:
Q: A W14 x 32 section is used as a beam 6 m long. It is subjected to an axial tensile load P and a…
A:
Q: Please how your solution how to get the Q1= 0.3017 m^3/s , Q2= 0.1946 m^3/s , Q3= 0.3637m^3/s in the…
A: pipe 1dia=450mmlength=600mpipe 2dia=400mmlength=800mpipe 3dia=500mmlength=700mf=0.02
Q: The yearly precipitation in California has normal distribution. Calculate the value of the 50 year…
A: Given:Mean of rainfall = 127 cmStandard deviation = 19 cmRequired:Value of 50 year annual…
Q: What angle (in radians) should the axes be rotated which will result to the average moment of…
A: Given:Ix = 2.667*106 mm4Iy = 0.667*106 mm4Ixy = 1.000*106 mm4Required:Angles to be rotated which…
Q: An intense rain is falling at a uniform rate of 7.5 cm/hour for a period of 60 minutes on a basin…
A: A = 500 ha or 500 x 104 m2 i = 7.5 cm/hr
Q: An industry produces 369 m³ of wastewater everyday with a BOD of 1.5 kg/m³ population equivalent of…
A:
Q: Q2: Draw a cross section in a tie beam with dimensions of 50cm height and 30 cm width, given that…
A: Reinforced concrete beams are structural elements that are designed to carry external loads in a…
Q: The 1.25-in.-diameter bent rod is subjected to the load F = {330i +325-2502} lb Part A Determine the…
A: D = 1.25 in F = (330i+325j-250z) lb Find out - Determine the maximum torsional stress in the rod at…
Q: Problem 3 The beam is constructed from three boards. It is su Part A Determine the maximum allowable…
A:
Q: Determine if the cantilevered W10x77 beam (A992 steel) has adequate shear strength for the following…
A: Now for a W10X77 section, the capacity of the beamCalculate the design strength for shear…
Q: a) Name one benefit of a moment frame over a braced frame and name one benefit of a braced frame…
A: Buildings and infrastructure must be designed carefully to ensure their safety and functionality. A…
Q: Scenario The concrete dam in the figure below is to be built on top of a soil whose profile consists…
A: Solving question 1Given data,question related to geotechnical engineering, FINDa) What will be the…
Q: The Answer maps the head required to produce flow in a given system. The Answer describes the…
A: two graphs showing details of head to produce flow and other flowrate to total head
Q: 6.28. A square shaft has 42.0-mm sides and the same cross-sectional area as shafts having circular…
A: The torque applied on each shaft, T = 1.0 kNmThe sides of the square shaft, H = 42mmThe area of the…
Q: Design a trapezoidal combined footing for two columns (30cm ×30cm) carrying column loads of 1.2MN…
A:
Q: Ex 2-2: A cylinder of 232 cm² cross section area was used to take undisturbed soil sample of 30.5 cm…
A: A = 232 cm2 h = 30.5 cm Wwet = 114 NWd = 96 N
Q: *3-12. Determine the force in each member of the trus State if the members are in tension or…
A:
Q: Determine the Coefficient of Uniformity. A 7.64 x 10-1 B 7.78 x 10-1 7.92 (D) 7.67
A:
Q: ot answered
A: Part b of the question is asking to suggest a compaction method for the soil.The compaction method…
Q: The soil of an 21 degree infinite slope is subjected to full depth seepage. The soil properties are…
A: Full depth seepage take place. Determine the limiting depth of slope (Hc).
Q: A a D 3 4 3 b C Determine the tension in the cable and the horizontal and vertical components of…
A:
Q: Please continue to Solve Problem 1 in Group 1 using the Conjugate Beam Method. Solve in 4 decimal…
A: Given:P = 153 kNRequired:Deflection at the left overhanging end using conjugate beam method.
Q: 3. A MSW facility is designed to handle solid waste generated by a town at a rate of 75,000 kg/d.…
A: In MSW facility the solid waste generated by a town at a rate of 75,000 kg/d. The density of the…
Q: Deflection at Q if the float at Q is eliminated and the reaction at Q if the float is placed back to…
A: Calculate the deflection at Q :ΔQ = PL3 / 3EIwhere:ΔQ is the deflection at QP is the load at Q…
Q: A concrete mix of a laboratory strength of 34 MPa, in fully matured condition, is used in a building…
A: For a simple slab that will only be carrying its own weight, the concrete may only need to attain…
Q: In each item, solve the support reactions. Draw the shear and moment diagram. Label them properly.…
A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…
Q: Please help me answer the given question for the case study 1. A manufacturing enterprise pays…
A: Bob, a key management figure, finds himself at the crossroads of ethical and practical…
Q: steel A aluminum 2 m m 2m B↓ 9 m bronze C 3 m The assembly shown consists of a steel cylinder (E =…
A: Given:Increase in temperature= 45°cRequired:Normal stress in bronze tubeHorizontal distance from A…
Q: A circular tube of outer diameter D is slipped over a 40-mm-diameter solid cylinder. The tube and…
A:
Q: T P Weld- -22.5° in. PROBLEM 7.41 Solve Prob. 7.19, using Mohr's PROBLEM 7.19 A steel pipe…
A:
Q: A crate with a mass of of 200 kg is lifted by 4 uniform cables attached between the bottom corners…
A: Mass of crateMass of cross beamTo find: (a) Tension in the cable. (b) Magnitude…
Q: A W 16 x50 is used as a beans to carry a uniform we and dead load including own weight of 35.7 kN/m…
A: To calculate the maximum bending moment,Mmax = wL2 / 8where:Mmax is the maximum bending moment in…
Q: The force in DB of the truss shown in below figure is W A 200 5 W tension O VW tension 5m 2 W…
A: A truss is given we need to find out force in member DB
Q: Calculate the count of cycles resulting in breakdown. Given Crack length = 0.2 mm Fracture toughness…
A:
Q: Problem #3 • Solve for all the member forces in the truss shown 30k 15k 45k 8' B 8' A C 6' 45k E F
A: A vertical truss is shown in the above figure. We have to find out the member forces of the given…
Q: 6 m 50 kN 40⁰ A 8 m 12 m 40 kN В By B
A: Given data,Fig is given FINDReactions
Q: Critical duration ? 22 O 16 days 18 days 15 days O 17 days ( 3 R 4 53 S 5 U 3 2 NX 2
A: This question is related to the CPM and PERT from Civil Engineering.Find out - Calculate the…
Q: A steel column carries an axial load of 801 kN and a moment of 71 kN-m at the top and moment at the…
A: To determine the Allowable Compressive Stress for a steel column with axial load and moment, we can…
Q: A Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters.…
A:
Q: The rod supports a weight of 390 lb and pinned at its end A. It is also subjected to a couple moment…
A:
Q: What is the interaction value for combined moment? Considering sag rods and tie rods at third points…
A: Purlin is spaced at = 1.1967 mTo find :The interaction value for combined moment
Q: What change in volume of would 100 mm cube of steel suffer at a depth of 5 km in sea water
A: 100 mm cube of steel. Hence volume of the cube = 1003 = 106 mm3Depth = 5 km = 5000 mm Here Young's…
Q: Problem 8: A firm producing poultry feed finds that a new production method needs to purchase an…
A: The breakeven quantity represents the volume of units a company must sell to cover all its expenses…
Q: The force in DB of the truss shown in below figure is W A C O VW tension 5m √3 W compression 2 W…
A: A truss is given we need to find out force in member DB
Q: A trapezoidal channel is lined with rock riprap and has a bottom width of 20 ft, 1.5:1 side slope…
A: B=20ftside slope=1.5H:1Vbottom slope=0.0010manning's constant=n=0.030Q=1500cfsnormal depth=?critical…
Q: Compute the azimuths in the traverse (as shown in the figure), given that azimuth AB equals…
A: The azimuth of line AB is 126°55’17”The angles within the traverseAngle A = 100˚45’35”Angle B =…
Q: 78.75 мра 33.61 MPa 22.11 MPG Determine @ Omax Omin Tmax (@s, @p) sketch the result JLULL e pain…
A:
Q: P-11 The 10-kg collar A and 20-kg collar B are held in place on the smooth bars by the 3-m cable…
A:
.
Step by step
Solved in 4 steps with 2 images
- sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the maxA base plate with a dimension of 130mm x 12 mm is connected to a gusset plate with 4-16mm diameter bolt as shown in the figure. If Fy = 248 MPa and Fu = 345 MPa. a. Determine the design strength for LRFD b. Determine the design strength for ASD %3! Image 3 16mm ø -12mm x 130mmISWB600 Braket palte=11mm p=450KN E=270mm p=55mm bolt size =M20
- (1) Given A992 steel Ag = 10 in %3D KLy- 80, ry what is $ Pa=? = 60 the' column streugth design7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is structural tubing however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? The section is 8" x 8" x 7.94 mm thick: Use Fy=248 MPa: E=200,000 MPa AISC wall thickness Ix 106 S x 103 Jx 103 mm4 mm3 mm4 rx =ry Area Ag (mm2) mm Designation Weight/m 8x8 7.94 47.36 6,039 79.25 37.84 371.99 60.35 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) 8x8 14.29 80.61 10,258 76.2 59.52 585.02 99.06 8x8 72.7 9,290 76.96 54.53 539.13 90.32 8x8 9.53 56.09 7,161 78.48 44.12 432.62 70.76 mm 12.7 Zx 103 mm3 437.53 714.48 650.57 512.92WHERE: BOLT DIAMETER = 22mm Fy = 241Mpa Fu = 414Mpa
- 130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is a single overhanging beam. Beam AB supports a 500-lb/ft uni- formly distributed floor load on the beam overhang only. Overneia 4 Fr Stee ream (reactions) R. Free-body diagram (negligible weight) Loading conditionI need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m1) Column AB is made of solid 410, cold worked Steel with the following specification Sy=85 KSI, E-29000 KSI Length: 9.5 in. Diameter: 425 in. Ends: Free & Fixed For the above column calculate: a) Type of column failure (show proof) b) The critical load that would cause failure. c) Allowable force with Factor of Safety of 2.5. Answer Unit Value a 13 14 14
- A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPA. Gusset Plate Alowable Sresse Alowable tensle stress igross ara)0.00 Alowable tereile stres net area)0SOF. Allowable shear stress (net ares)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 KN O 140.14 kN O 157.93 kN O 304.00 N Nextأ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f, = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):Determine the Design Flexural Strength of W460x52 A992 Steel with the following cases: CIVIL ENGINEERING STEEL DESIGN With Continuous lateral bracing Unbraced length = 4m, Cb = 1.0 Unbraced length= 12m, Cb = 1.0 a.) b.) c.) Fy = 345 MPa Properties: d = 450mm tf = 10.8 mm 1x 212x10mm* Cw 306x10 mm" Sx** 944 x10¹mm¹ bf 142mm MY Ag - 6650mm2 Zx 1090x10'mm' Ho439mm ry = 31mm tw* 7.62mm J-211x10¹mm* ly = 6.37x10 mm rls - 38.4mm