For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at its end with two lines of 20 mm bolts. Using LRFD, determine the load P that the plates can carry against tensile yielding in the gross section and the tensile rupture in the net section. Use A-36 steel. PL 5x200mm PL 5x200mm Pu PL 10x200mm Pu
Q: Which compaction test will be preferred in the laboratory for determining the optimum moisture…
A: Which compaction test is carried out and preferred in the laboratory to determine the optimum…
Q: Suppose that M = 6.5 kN.m. El is constant. Assume that El is in kN.m2. Use the moment - area…
A:
Q: 23.9 A sewer pipe is to be laid from station 10+00 to station 12+50 on a +025% grade, starting with…
A:
Q: All two-force members of the loaded structure are of the same length. Member BCD is a rigid BG and…
A:
Q: Castigliano's Second Theorem - Truss Determine the vertical displacement of joint B. AE is constant.…
A: The virtual work method can be calculated using the below equation,
Q: CS X 13.7 S10 × 25,4 PROBLEM 6.7 A columm is fabricated by connecting the rolled-steel members shown…
A: Given data - Shear force = 30 kips Space (S) = 5 in Diameter = 3/4 in Find out - Shearing stress in…
Q: CRACK AND UNCRACKED STAGE OF CONCRETE 1. What is noncracked, linear stage? 2. What is cracked,…
A: Consider the simple supported beam depicted below, which is relatively lengthy. Assume that the load…
Q: awing 18 kW of electric power while pu nd outlet diameters of the pipe are 8 c easured to be 250 kPa…
A:
Q: Solve for the force in segment CD in the cable system shown. please show all work in detail.
A:
Q: 10.29. The symmetrical frame shown in Fig. P10.29 supports a uniform loading of p per unit length.…
A: The illustration of a frame with all the values is given. A uniformly distributed load acting on the…
Q: An urban catchment has an area of 0.85 km². The slope of the catchment is 0.006 and the maximum…
A:
Q: A hydraulic jump is formed in a hydraulic laboratory with a 0.6-m wid and the discharge is 45 L/s.…
A:
Q: 2- A 6-m wide concrete-lined trapezoidal channel (n = 0.013) has a sidewall slope of 1V:1.5H, a…
A: Bottom width of channel, Manning's constant, Side slope, Longitudinal slope, Discharge, To find:…
Q: For a coagulation basin designed to treat 0.05 m3/s of 20oC surface water, a) What volume is…
A: Velocity Gradient G = 700 s-1Discharge flow in basin = 0.05 m3/sec Detention time = 10 sec Dynamic…
Q: Oil, with density of 900 kg/m³ and kinematic viscosity of 0.00001 m²/s, flows at 0.2 m³/s through…
A:
Q: The force of a Truss is as follows. The E of all member sections is 30000 kips\in^2, and the A of…
A:
Q: Solve for the force in segment CD in the cable system shown.
A:
Q: Determine the reactions of the given beam using moment distribution method. w = 45 kN/m RA Numerical…
A:
Q: A rectangular channel carries a discharge of 80 m³/s. The median particle diameter of the suspended…
A: The shape of the channel is rectangularThe discharge through the channel is,The mean size of the…
Q: Q1// Use Manning's formula and employ Manning's coefficient (n) equals 0.016 to calculate the…
A:
Q: In a horizontal 5-inch pipe (ID = 5 in.), water is being delivered at a stable discharge of 25…
A:
Q: The velocity profile of a liquid flowing through the pipe is approximated by the truncated conical…
A:
Q: Determine the moment of inertia of the cross- sectional area of the beam about the y axis 717mm 25…
A:
Q: Replace the loading on the frame with a single resultant force. Specify where its line of action…
A: Determination of resultant force and line of action of resultant along CD measured from point C
Q: For shown single angle, neglecting block shear strength: The shear lag coefficient is The governing…
A: Since the bolt diameter/hole diameter is not mentioned, & grade of steel is not mentioned or…
Q: 8.3 A planned flexible load area (see Figure P8.3) is 2 m x 3.2 m and carries a uniformly…
A:
Q: 6.17 A continuous foundation is to be constructed near a slope made of granular soil (see Figure…
A:
Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…
A:
Q: The beam cross sections shown are symmetric about the x and y axes. Determine the area moments of…
A: Given data,beam cross section is given top flange width =140mmheight=250 mmthickness of web =6…
Q: For the truss shown below, use the virtual work method to find the following: (Ta E-250Gpa [250 X…
A:
Q: 4.5.4. A horizontal pipe 30 cm in diameter and 420 m long has a wall thickness of 1 cm. The pipe is…
A:
Q: What are the materials/processes (and its development) : STEELS AND CAST IRONS -STAINLESS STEEL…
A: Steel is an alloy made with iron with a small percentage of carbon in it,to improve its…
Q: The A-frame shown is pin-connected at A, B, C, and D. The surface at E is level and frictionless.…
A: To find support reaction and pin reaction at B,C,D
Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to rete…
A:
Q: / For the project data shown in the table below. If it was decided to turn over the project at 4…
A: The terms mentioned in the question are as Optimistic Time (O):The optimistic time is the shortest…
Q: The 3-in. I beam shown in the figure below has cross-sectional properties of A = 1.64 in.2, 111 =…
A: Area=A=1.64in2I11=2.0 in4I22=0.46in4L=27.3insy=42ksifactor of safety=4
Q: Determine the reactions of the given beam using slope deflection method. P₁ = 25 kN, P₂ = 25 kN, and…
A: Given:P₁ = 25 kN, P2 = 25 kN, and w = 35 kN/mRequired:Support reaction and moment at D
Q: supported as shown, determine: a) The normal stress in member DE if it has a cros ectional area of…
A: Area of membe DE =750mm2Stress in member BC is 30MPa
Q: (1) The beam AB will fail if the maximum internal moment at D reaches 800 Nm or the normal force in…
A: Maximum moment at D, Normal force in member BC , To find: Largest load that can be supported by the…
Q: Determine the share (proportion) of person-trips by each of two modes (private auto and mass…
A: utility function =Uk = Ak – 0.07 Ta – 0.05 Tw – 0.04 Tr – 0.015 Cdata
Q: eter of 40 mm. It is subjected to the force normal stress that acts at point A. answer to three…
A:
Q: = 7-57. The beam is subjected to a shear force of V Determine the maximum shear flow in the cross…
A:
Q: 1. For Probs. 1.1 through 1.4 determine the maximum combined loads using the recommende AISC…
A:
Q: A saturated clay has a natural moisture content of 43%. Taking Gs = 2.70, calculate the void ratio,…
A:
Q: 5. Determine the maximum allowable tensile load (20% dead load, 80% live load) for a single C15x33.9…
A: Dead load (DL) = 20% = 0.2TLive load (LL) = 80% = 0.8TSingle C 15x33.9 section1/2 in. gusset…
Q: h $ A B F C Compute vertical displacement at C using the unit load method.
A:
Q: A suspended gate that’s able to pivot from the top seperates two liquids. There is a stopper that…
A:
Q: A concrete mix includes 360kg cement and 162kg water per cubic meter and no admixture is used. The…
A: A concrete mix includes the following ingredients per cubic meter:a. Cement = 360 kgb. Water = 162…
Q: EP 6.2 Given the velo profile for the steady laminar flow of 0.4 m diameter pipe is defined as where…
A: Determine the volumetric flow through the pipe and average velocity of the flow.
Q: Problem 4 ust. The beam shown below is subjected to the load shown in the figure. Use the…
A:
Thanks
Step by step
Solved in 4 steps with 14 images
- Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. Use a501 plate and a502 gr2 rivet a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivetsConsidering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.
- 2. For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at its end with two lines of 20 mm bolts. Using LRFD, determine the load P that the plates can carry against tensile yielding in the gross section and the tensile rupture in the net section. Use A-36 steel. PL 5x200mm PL 5x200mm Pu PL 10x200mm Pu3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same width with half the thickness by 24mm diameter bolts, as shown. The rivet holes have a diameter of 2mm larger than the rivet diameter. The plate is A36 steel with yield strength F,-248MPa and ultimate strength F,-400MPa. a. Determine the design strength of the section. b. Determine the allowable strength of the section 24mm 30mmDetermine the design tensile strength of the 12 in. x 1/2 in. steel plate shown in the figure. The bolts are 3/4 in. diameter. The steel is A572 Gr. 50. Check yielding and fracture. Check Block Shear. T 3in. 73im 13in 1 3in t
- 4. An UPE 300 is to be used as a tension member and it is bolted to a 10mm thick gusset plate with bearing type 8-M20 8.8 bolts as shown in the figure below. a. Check all spacing and edge distance requirements. b. Compute the allowable tensile strength of the channel UPE 300. Don't consider shear strength of the bolts and bearing strength of the bolt holes. [all dimensions are in mm] Material both for gusset plate and UPE 300: S275 F-275N/mm² Fu=430N/mm² UPE 300 Ag = 5660 mm² tw 9.5 mm x = 28.9 mm 70 160 70 + 10mm thick gusset plate +50+ 80 -80-80-50 o +50+80 -80 80-50 UPE 300A plate 400 x 12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. a. calculate the value of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. d. Calculate the nominal block shear strength based on possible failure pathsUse ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below. The dead load effect is PD=85 kip while the live load effect is PL=80 kip. Two rows of 5/8 inch standard bolts will be used for the connection and the plate width can be manufactured in 1 inch increments. Assume that the larger connected plate does not fail. Consider the limit states of gross tensile yield and tensile rupture. Find the required tension strength, Pa, for the controlling ASD load combination. Determine the width necessary for the plate to resist gross tensile yield. Determine the width necessary for the plate to resist tensile rupture. Report the required plate width.
- A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0.a) Determine the design tensile strength of the section based on yielding of the gross area.b) Determine the critical net area of the connection shown.The connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for the bolts is 100 MPa. Assume each bolt supports an equal portion of the load. Determine the required diameter of the bolts. a. 20.6 mm b. 25.2 mm c.35.7 mm d.17.8 mm choose letter of correct answerThe given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm diameter bolts as shown in the figure. Using A36 steel with Fy = 248 MPa and Fu = 400 MPa, determine the following: 2. Determine the nominal tensile strength of the 12 mm thick, A36 angle bar shown based on: a. Gross yielding b. Tensile rupture Bolts used for the connection are 20 mm in diameter. O O O O O O O Effective net area of the tension member if the shear lag factor is 0.80. Select the correct response: 1,516.1 1,354.4 1,431.2 1,221.6