Determine the net area of the W12×16 shown, assuming that the holes in bolts. in flange the above he is 2 And in flange the bottom holes 2
Q: he proper-sized steel tube for a flow rate of 20 gpm and an operating pressure of 1.000 psi. The…
A: Solution- Data given flow rate = 20 gpm operating pressure = 1000 psi velocity = 20 ft/s…
Q: According to the purpose and evolution of industrial engineering, how do you define yourself as an…
A: Industrial engineering : A specialist who studies and reviews numerous components of industrial…
Q: The bars EF and FG in the mechanism shown are made of steel, while the bar GH is made of aluminum.…
A: To determine:1) The net deformation of compund bar2) The horizontal deflection of point C3) The…
Q: A homogeneous rod of constant cross section has length of 6 m and weighs 2500 N. The rod is resting…
A: Objective: To determine the reactions on the floor and wall, and the tension in cable CD. Given:…
Q: The dashed parallelogram is created deforming the square. Do the following calculation: a. normal…
A: Data given Find: (a) Normal strain at line that links point B to half way between C and D (b)…
Q: An engineer will model this flow of water as steady and inviscid. The parameters are Q = 0.14 m³/min…
A:
Q: Properties of ceramics and classifications.
A: Ceramics are inorganic materials, consisting of metallic and non-metallic elements, which are…
Q: Convert a forward azimuth of 180°-00'-01" to its equivalent forward bearing S 000-00¹-59" W OS…
A: Objective: To convert the given forward azimuth to its equivalent forward bearing. Given:…
Q: Calculate the evaporation using Priestley-Taylor Method (mm/day) from an open water surface with air…
A: Given Data:Temperature = 22°CRelative Humidity = 40%Wind speed = 3m/sHeight = 2mNet radiation=…
Q: A 10 m simply supported beam canies a uniform load of 21kN/m and concentrated midspan. The…
A: Answer We are given length of beam L = 10m uniform load w = 21 KN/m Concentrated load P = 50 KN…
Q: A rectangular concrete (0.013) channel terminates in a free outfall with a depth at the free fall of…
A: Answer We are given Manning's coefficient n = 0.013 depth at freefall = 2.755 ft channel width b =…
Q: 1. By using Area Moment Method, Determine the deflection at the midspan of the beam shown. 30 kN/m…
A:
Q: 6. The following data were collected during a stream gauging operation in a river. Compute the…
A:
Q: A trapezoidal channel has a bottom width of 10 ft and side slopes of 2 horizontal to 1 vertical.…
A: Reference : Water resources. Given : Bottom feet b, side slopes z = 2 H and 1 v Slope = 0.0005 and n…
Q: that vertical curve is parabolic in nature and is represented by the formulaic expression :…
A:
Q: A wooden log from a molave tree is to be used as a footbridge to span 3-m gap. The log is required…
A:
Q: A line of level 1 km long is run between BM1 and BM2 with an average backsight and foresight…
A: Given Data: Distance between BM1 and BM2(D)=1kmAverage backsight distance(BS)=187mAverage foresight…
Q: Identify the ff soil using AASHTO % Passing: No. 10 = 100 No. 40 = 70 No. 200 = 50 Liquid limit = 40…
A: Given data: %passing No.10= 100 No.40=70 No.200=50 LL=40 PL=15
Q: A RA -IK/FT. JOFT. may B RB 5FT. 5K C
A: Given data : Determine the point of contra-Flexure from support A ?
Q: The truss problem for this semester is the problem below. Find the maximum compression and the…
A:
Q: S 36 deg W is converted to an azimuth of
A:
Q: How to apply grip editing in AutoCAD?
A:
Q: what would be the reaction at B, and the reactions at A vertically and horizontally FIGURE 4-14 * 3…
A:
Q: Show your neat and complete solution Given a closed compass traversed (use three decimal places)…
A:
Q: Calculate the support reactions and draw the shear and moment diagram for beam shown below using…
A: Given data Find support reaction and draw shear and moment diagram using slope deflection method.
Q: 1. Using Method of Sections, determine the force in member BC, FC and EG. 4 m E 3 m 70 KN F B X 3 m…
A:
Q: What is soil moisture content?
A:
Q: 2" 3" 3"
A: To find moment of inertia bot base a-a
Q: Determine the slope and deflection of the elastic curve midway between the supports using a.) Direct…
A: Given: Required: Slope and deflection midway between the support Note:As per bartleby guidelines,…
Q: Determine the compressive strength (Fcr) of a ? 10 × 22 column, 8ft long and pinned at both ends.…
A: Given:- The length of the column = 8 ft The column is pinned at both ends The material used is ASTM…
Q: Please show all steps and carry the units. Thank you
A: “Since you have asked multiple question, we will solve the first question for you. If you want any…
Q: What is the correct length of connection L? Please find an example of a tension member that has a…
A: Answer Length of connection (L) is equal to the distance between first and last bolts in the line.…
Q: Given the following data using Thornthwaite method: Month Temp (°C) Jan Feb Mar Apr May Jun Jul Aug…
A: A land surface's evapotranspiration, which involves both evaporation and transpiration, is the sum…
Q: 3. A thermometer reading 50°C is taken outside where the temperature is 30°C. Five minutes later the…
A:
Q: Consider the frame shown in Fig 4. A 100N load is suspended around a fixed drum with radius 2 m…
A: The given frame is statically determinate and can be analyzed using the equation of equilibrium. The…
Q: Homework No. (1) Discuss the stability and determinacy of the following structures. C=2
A: A beam with two parts. The support conditions are two hinged and two roller supports. The stability…
Q: 8.75 litres of water added to an evaporation pan of 1.2m diameter to bring the water to a stipulated…
A: Given, Water added to evaporation pan to bring water level to stipulated level = 8.75l=8.75×10-3m3…
Q: The time for 50% consolidation of a 1-in. thick clay layer (drained at top and bot- tom) in the…
A: To find time required to consolidate 8ft layer
Q: For the rock element, shown: Calculate the following stresses of interest: (Please upload your…
A:
Q: at 9 6 3 Fox) = -kx³ 3 X
A: Given : A composite figure composed of a rectangle, a triangle and a cubic parabola. Using the…
Q: A thin walled spherical shell is subjected to an internal pressure. If the radius of the shell is…
A:
Q: The shape and proportion of a beam cross-section is not critical in keeping bending and shear…
A:
Q: Problem 3: Determine the force in each member and state if the member is in tension or compression.…
A:
Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…
A: Given data, Size of each grid square = 880 psi
Q: 3. A hollow square cross section consist of an 8 in. x 8 in. square which is subtracted a…
A:
Q: Prestressed concrete design Find the resultant stresses distribution at mid - span . A simply…
A: Given data: Size of the beam, 100 mm×250 mm Length of the beam, L=9 m Prestressing force, P=250 kN…
Q: 1. Draw the Shear and Moment diagrams and determine the maximum shear and maximum Moment. A 7KN-M 20…
A:
Q: 6) Turbulent water flows from a tank to a pipe. The head loss relationship in the pipe can be 25 (-)…
A:
Q: the size of this nut and the energy needed to crack open. Overall length or nut cracker
A:
Q: 1. The effective stress (kPa) at B is ? 2. The pore water pressure (kPa) at C is? 3. The total…
A: Given : To find :
Trending now
This is a popular solution!
Step by step
Solved in 2 steps
- A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate with four 5 ⁄8-inch-diameter bolts as shown in Figure 1. Assume that the effective net area Ae equals the actual net area An. (a) Calculate the design strength for LRFD? (b) Calculate the allowable strength for ASD?An L8 × 4 × 3/4 with two lines of 3/4-in Ø bolts in the long leg and one line of 3/4-in Ø bolts in the short leg. Compute the net area of each of the given members. (Ans. 6.52 in^2)A staggered riveted connection has rivets arranged as shown below. The plate is 400 mm and 12 mm thick with four bolt holes. The diameter of rivet is 34 mm The diameter of the rivet hole is assumed to be 5 mm larger than rivet diameter. Fy = 248 MPa. Fu= 410 MPa, Fv in rivets is 372 MPa. 1. Which of the following gives the distance b so that the net area in section 1 – 2 – 3 – 4 equal to the net area in section 1 – 2 – 4 a. 30.01 mm b. 25.12 mm c. 19.7 mm d. 12.23 mm 2. Which of the following gives the net area using the computed value of b. a. 4622.65 mm² b. 5623.75 mm² c. 3623.64 mm² d. 7652.85 mm² 3. Which of the following gives the maximum tensile force that the connection could carry if the allowable yield stress is Fy/1.67. a. 432.12 kN b. 724.73 kN c. 253.25 kN d. 712.81 kN 4. Which of the following gives the maximum tensile force that the…
- Determine the effective net area of the L7 × 4 × 1/2 shown in the figure. Assume the holes are for 1-in Ø bolts. Use the U values given in Table 3.2. (Ans. 3.97 in^2)The 1 × 8 plate is shown in the figure. The holes are for 3/4-in Ø bolts. Compute the net area of each of the given members. (Ans. 6.44 in^2)Determine the smallest net area of the tension member shown in the figure. The holes are for 3/4-in Ø bolts at the usual gage locations. The stagger is 1 1/2 in. (Ans. 2.98 in^2)
- Two steel plate tension members have been connected using 0.72” diameter bolts arranged in an equally-spaced four by four square formation.Total plate self-weight is specified as 912 pounds.Design of the elements adhered to the set of values that are twice as much as the minimum requirements. Both plates have a thickness equal to 1/3 in. Take shear fracture stress as 54ksi and the min required edge distance as 0.125ft. a)Sketch the connection showing all the details and measurements with units. b)Find the maximum allowable service dead load(excluding the self-weight)and live load assuming live load is half as much as dead load including the self-weight of the plates.3. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi c) what is the bolt bearing capacity of the beam web of the shear connection in kips? (2 decimal places)The plate shown is 8 in wide and 1/2 in thick. The bolts are 7/8 in. The smallest net area (An) of this bolted plate is equal to:
- Two steel plate tension members have been connected using 0.72 inch diameter bolts arranged in an equally-spaced 9 by 3 rectangular formation. Both plates have a thickness equal to 1/3 in. Take shear fracture stress as 51.2 ksi, clear distance for each edge bolt as 0.12 in, and the clear distance for the other bolts as 1.072 in. a)Sketch the connection showing all the details and measurements with units. b)Find the maximum allowable service dead load and live load assuming live load is half as much as dead load. Consider ASD.Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank you in advance! What is the required diameter of sag rods? Considering sag rods and tie rods at third points (rounded value) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 9005. a bolted lap joint shown in the figure below. The bolts are 20m in diameter in 23 mm holes. The plates are 12m thick X350 Allowable stress of Plates: Tenaion in gross area0.60Fy Tension in net area0.50 Fu Shear on Net Area 0.30Fu Yield Strength of plate, Fy 248 Npa Ultinate tensile strength of Plate. Fu400 Mpa x, Find the safe load P based on a- Gross area yielding b. net area rapture c. block shear 2 of 3