SITUATION E. Given the connection below bolted with M16, solve for the block shear strength of the member. Consider LRFD and ASD. Use Fy=248 MPa, Fu=400 MPa.
Q: The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the…
A: Given Data Determine the velocity in branch pipe-R (VR).
Q: Can someone please help me out with this hydrology question? Thank you A 10 g mouse (dry weight) is…
A:
Q: What is the volume of a CSTR with no recycling of settled solids and treating 80 m3/day of…
A: The given data in the question are: The wastewater flow rate (Q) = 80 m3/day The value of θx for…
Q: A 10-m beam is simply supported; a moving wheel load of 30 kN is imposed. Using the concept of…
A: Given data in question Load 30 kN Span 10 m Simply supported beam To find out Maximum moment at…
Q: How are engineering services being classified
A: It is asked to define how are engineering service classified?
Q: Problem 1.21: The data below were obtained with tension device from two soils of unknown texture.…
A: Given data, Density of soil solid = 2.65 gm/cm³
Q: Determine the reactions at the supports for the frame shown below. 2A kN/m 10 m + 10 m 2B KN A -15 m…
A:
Q: Question 1 A traffic study at location A gave the following data in Table Q1. Table Q1: Speed and…
A: Given, Speed vs Density data
Q: (e) The main sanitary sewer is to serve a population of 76000. Calculate the size and slope of the…
A:
Q: (a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine the…
A:
Q: Which
A: Dividing walls partition space in a room or a dwelling into separate spaces of other purposes.…
Q: Where has the 311.2mm and 327.1mm and 15.8mm Come from ? That's what I don't understand
A:
Q: Q 8. Use moment are a theorems to find the slope and deflection at end C. Take E = 200 GPa, I =…
A: Given Data E = 200 GPa = 200 × 103 N/mm2 I = 80 × 106 mm4 Determine slope and deflection at end C…
Q: 10 in. P A y 16 lb 40 lb B D E 40 lb 15 in. 10 in. | 16 lb -P 10 in. Q.3) If P = 30 lb, replace the…
A:
Q: Determine the coordinates of the centroid of the shaded area. Answers: X= 30 y= 15 35 mm 35 105…
A: Given, Cross sectional view of a composite section To find : Coordinates of Centroid of the…
Q: Problem 4 A 22 ft long column in an existing building is part of a braced frame, both in the x-x and…
A:
Q: The rope A Bexerts a 55-N force Ton the collar al A. Letra be the position vector from point C'to…
A:
Q: a= 1.56 m b=2.56m P = 101 KN E- 21000 MPa I= 2583 x 10 mm² Determine the deflection in mm at 2.87m…
A: Given:- a=1.56 mb=2.56 mP=101 kNE=21000 MPaI=2583×106 mm4 To find:- Deflection at 2.87 m from the…
Q: Part 2: A girder shown below in figure 1 is subject to the following concurrent forces acting at…
A:
Q: SITUATION B. A built-up section shown, 24 feet long, is pinned at the top and fixed at the bottom…
A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…
Q: 1,-1.894 x 10 mm 1,-0.614 x 10 mm ly -+0.800 x 10 mm The stress at point A is MPa.
A:
Q: [0.0016 [o] = 0.0003 0 0.0003 0.0008 0 0 0 0.0004. a. Determine the strain matrix for this strain…
A: Data given Find: (a) Determine the strain matrix for the given strain state if the x and y axes…
Q: Q2. Calcualte the magnitude of the couple moment acting on the steel bar shown in the diagram below.…
A:
Q: The excess runoff hydrograph from a catchment area 10 km² due to a storm of 6 hrs duration has been…
A: Given- Catchment area=10 km2 6 hours storm duration triangular in shape, Peak flow = 10 m3/s, Base…
Q: 4. Determine the force in member AB, AC, and BC of the truss when the 6 kips at E is removed. A 9 ft…
A: To determine the forces in members, AB, BC, and AC. The given truss is statically determinate.…
Q: Find the capacity of the column Pn. Assume Fy = 50 ksi. W14X132 24 FT
A: Given, W14 x 132 L = 24 ft or 288 in
Q: Question 2 a P b P b Determine the slope (in rad) at 2.36m from the left if P = 226kN, E = 21000MPa,…
A:
Q: Determine the change in length of a shaft if it experiences a temperature change of 0.059 °C. The…
A: Reference : Engineering mechanics, Thermal expansion of shaft, Strain relationship with temperature.…
Q: Figure 6 kN 1.5 m 1.5 m 30° 1.5 m 1 of 1 > $30⁰ 4 kN Determine the moment of reaction at point A.…
A: Given: Required : Moment of reaction at point A
Q: (1) 4#7 12" 18.5" 2.5 fó= 4000 psi NWC Grade 60 Steel. & Mn = ?
A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…
Q: F4-35 F4-36. Replace the loading shown by an equivalent single resultant force and specify the x and…
A:
Q: Design a tension member that consists of two C15 channels and two PL 1/2 x 16, arranged as in the…
A: Given data: Two C15 channel sections and two PL 1/2*16 plates Dead load=PD= 300 k Live load=PL= 450…
Q: of particulate matter left in soluthon during a filtering pro p(n)=400(2)-0.4n, where nis then ps.…
A: This question is related to Filtration from Environment Engineering from Civil Engineering. In this…
Q: Two circular shafts are joined together between fixed supports to resist a torsional moment of 80…
A: Given SteelHollow circularDo=100mmDi=80mmG=150GPa AluminiumSolid circularD=75mmG=70GPa To find The…
Q: Q.23 Consider the flow of water through the frictionless pipe as shown in the figure. There is a…
A:
Q: Use g = 9.807 m/s² = 32.17 ft/s² and ywater = 9790 N/m³ = 62.4 lb/ft³ FL A two-dimensional analysis…
A: Given, FL=fL,V,D,α,ρ,μ,c where, L=Length V=velocity D=Diameter α=angle of attack ρ=density…
Q: b.) What is the specific gravity of the gage fluid if h₂ = 0.5 m and pA - PB = 2.9 kPa 0.5 Flow n.…
A:
Q: Convert the following to Back bearing 1. № 89°29'E S 11° 38¹ W 541° 14' E 582⁰361W 589028'E N 1° 33'…
A:
Q: Problem 3: Inputs: ● ● F = 1800 N P = 600 N (same as previous problem) a = b = 3 m (same as previous…
A: As per company's guidelines we can only answer first three questions Kindly post other questions as…
Q: 4-175. Replace the loading by an equivalent resultant force and couple moment acting at point O.…
A:
Q: Given the two orthogonal projections of the object (top view and front view), identify the third…
A: Data given Find the side view
Q: Draw elevation head, pressure head, and total head for the system shown and then find the velocity…
A:
Q: The junction is in between reservoir A and B. Reservoir A gives water to Reservoirs B, C, and D.…
A:
Q: A contractor is planning the acquisition of construction equipment, including bulldozers, needed for…
A: Given Probability (P)=0.65 Number of bulldozers (n)=4 To find The probability that there will be at…
Q: (113) The conduct of safe on-site construction operations is important to owners
A: To brief: The conduct of safe on-site construction operations is important to owners.
Q: Ex pie study of freeway flow at a particular site has resulted in a calibrate speed- density…
A: The speed density relationship is given as, V =57.51-0.008D= 57.5-0.46D Where v is the speed and D…
Q: A vertical retaining wall 8 m high is supporting a horizontal backfill having a moist unit weight of…
A:
Q: 3. The use of different grade in different climates.
A: Bitumen is a non crystalline hydrocarbon compound having adhesive properties.Obtained from petroleum…
Q: Direct runoff from a flood over a basin of area 50 ha was observed as 25000 m³ during a storm. The…
A:
Q: A soil sample has a wet mass of 120 g and an undisturbed volume of 78 cc. If the dry mass basis…
A: Given :- Wet mass, Mwet = 120 g Volume, V = 78 g Moisture content, w = 20 % To Determine :- Bulk…
PLEASE ANSWER ASAP THANKS
Step by step
Solved in 2 steps with 1 images
- I 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/m2. A staggered riveted connection has rivets arranged as shown. Diameter of rivet is 28 mm. Use AISCINSCP Specs. Fy 248 MPa, Fu = 400 MPa. Determine the distance "S" so that the area area in chain ABCD is equal to the net area in chain ABD. Determine also the tensile capacity of P. 45 10 350 mm 90 90 I mm 60 mm 888P4.002 Three bolts are used in the connection shown in the figure. The thickness of plate (1) is 15 mm. The ultimate shear strength of the bolts is 350 MPa, and the ultimate bearing strength of plate (1) is 375 MPa. Determine the minimum bolt diameter required to support an applied load of P = 155 kN if a minimum factor of safety of 2.8 is required with respect to both bolt shear and plate bearing failure. Answer: dbolt min = (1) mm
- Instructions:-Write down each step clearly in calculation suggestion what you are doing.( you need to tell why you selected particular value ofø (phi) and U). What and why you are calculating certain step Consider R= 433.5 PROBLEM A welded tension member is consisting of two channels placed 400mm back to back with flanges turned out. Select a channel for factored tensile of 4RKN using A36 steel and AISC specifications.The member is to be 15m long. PLASE USE THE EXAMPLE AS GUIDE OF ALL STEPS AND FORMULAS TO BE USEأ.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):STAGGERED CONNECTIONS: A PLATE WITH WIDTH OF 400 mm AND THICKNESS OF 12 mm IS TO BE CONNECTED TO A PLATE OF THE SAME WIDTH AND THICKNESS BY 34 mm DIAMETER BOLTS, AS SHOWN IN THE FIGURE. THE HOLES ARE 2 mm LARGER THAN THE BOLT DIAMETER. THE PLATE IS A36 STEEL WITH YIELD STRENGTH Fy = 248 MPa. ASSUME ALLOWABLE TENSILE STRESS ON NET AREA IS 0.60Fy. 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) what is the shear yielding capacity of the shear plate of the shear connection in kips? (2 decimal places) 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=70ksiDetermine 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 +40Situation 8: For the connection shown in the figure. Pu = 80 KN, x1 = 200, x2 = 100, y1 = 50, y2 = y3 = y4 = 100 y1 y2 y3 y4 O 80 MPa O 71 MPa O 74 MPa oooo O 86 MPa O 1. Which of the following nearly gives the shearing stress of the most stress bolt? Use 20 mm diameter bolt. x1 O O O x2
- A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa. A-36 steel is used. The applied force "T" is equally divided among the bolts. Assume bolt hole diameter to be 3 mm bigger than bolt diameter. Diameter of bolt is 20 mm. T/2 T T/2 10 mr 10 mm T/2 300 mm T/2 Determine the capacity of the connection if shearing governs in kN. A 1548.58 B 1170.56 1290.62 D 1439.25 000Q4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ 子c D. 4 B AC BD IF IDA 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member carries a service loads of dead load of 110 kN and a live load of 100 kN. 40, 80 , 40 , 40, 80 40 1625 mm 16 mm 1625 mm Fy 248 MPa Fu = 400 MPa Diam. of bolts = 16 mm Fnv = 300 MPa O Determine the nominal strength for one bolt due to shear. O Determine the nominal strength for one bolt due to bearing strength of the connection. ® Determine the number of bolts required for the connection.