What is the available tensile strength of a WT 20x74.5 made of A572 grade 50 steel? Use ASD, assume a shear lag factor (U) of 0.75, the connections are welded, and neglect block shear or other Chapter J requirements. Check both yielding and rupture. a) 800 kips b) 986 kips c) 533kips d) 656 kips
Q: In a SPT test the number of blows recorded at 25 ft depth were 13, 25 and 20 respectively. The…
A: The Standard Penetration Test (SPT) is a form of in-situ soil test used to measure the geotechnical…
Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…
A: Given:- The modulus of elasticity = E = 29000 ksi The moment of inertia = 340 in4 The value of wo =…
Q: 1. The beam with, cross-section shown, is subjected to the load shown. Using E=200 GPa, determine…
A: Given data:
Q: Determine the compressive load carrying capacity (both LRFD and AD) for a W14x21 1 section using the…
A: Given:- The column section used = W14×211 The overall column length = 30 ft The column is fixed at…
Q: 2. A simply supported beam, 4 in wide by 8 in high and 120 in long is subjected to a concentrated…
A: To find out the shear force and bending moment diagram and the maximum fiber stress and fiber stress…
Q: Ex = -1090 µe, ɛy = -200µe and yxy = -724 prad.
A:
Q: ubic meter) in 20 cu ement concrete (1: 2 ) 2.87 =) 5.7
A: Given data- Total volume (V) = 20m³ Reinforcement cement concrete - 1:2:4
Q: The water system in a suburban area consists of an old 9-inch pipeline 2392 ft. long which conveys…
A:
Q: Mass = 15 kg Velocity = 16m/.
A:
Q: 21. You have a wellbore that is drilled to 3,298 feet measured depth. Inside it, the customer ran…
A: Option D-378.32
Q: 4. The overhanging beam in the Figure carries distributed loads. Using the area method. Draw the…
A:
Q: Given the data as shown in the figure, determine the (a) maximum torque Tmax (N·mm) that maybe…
A: Data is as shown
Q: Which of the following requires an LRFD strength reduction factor of 0.9 for overall member design…
A: ASKED: To choose the correct choice corresponding to LRFD strength reduction factor for overall…
Q: A hollow, metal circular pipe ABC (see figure) supports a load P, = 16.6 kips acting at the top. P1…
A:
Q: SOLVE FOR THE SUPPORT REACTIONS AND DRAW THE SHEAR AN DIAGRAM OF THE FOLLOWING. DO NOT JUST WRITE…
A:
Q: a soil sample has a mass of 2290 g and a volume of 1.15x10 m After being completely dried in an oyen…
A: Given data : The value of specific gravity of soil solids GS=2.68 The value of volume of soil…
Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…
A:
Q: FIND CENTROID (C.4.) FIND Ix WIZX40 A-1して in Ix307m W12X40 WT 6X20 A- 5.84 エ14.イm ye1.09 im. WIZX40…
A:
Q: 2. A 10m high cantilever wall separates water and oil as shown. The water and the oil are 8m and 6m…
A:
Q: 30
A: To determine the velocity of crate (v) -
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 : Reinforced concrete beams are structural elements that are designed to…
Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…
A: Given - A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with…
Q: A brass wire of diameter d = 2.33 mm is stretched tightly between rigid supports so that the tensile…
A: (a) What is the maximum permissible temperature drop (in °C) if the allowable shear stress in the…
Q: What is the maximum velocity in miles per hour, for an automobile rounding a level curve of 200 ft…
A: Given data, Radius of curve R = 200 feet Coefficient of friction f = 0.9 To find :- Vmax
Q: To the calculated area of cover plates of a build up beam, an allowance for rivet holes to be added…
A: Given: To calculated area of cover plates of build up beam, An allowance for rivet holes to be added…
Q: Choose one common mineral that is used in cement and explain how this affects the performance of…
A: one common mineral that is used in cement is lime.
Q: Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line…
A:
Q: An embankment load of 500 kg/cm²
A:
Q: From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E…
A:
Q: Show the relationship between axial stress and strain to get the axial deformation
A:
Q: 6. Timber floor: The cross-section of the beam is 8x22cm (bxh), axial spacings 0,60 m. Timber class…
A:
Q: The force F in the figure is equal to 10 kN. Determine the following forces: 1. Forces at support BD…
A:
Q: 20 kN/m 60 kN A E B D + -8 m- -8 m El = constant %3D E = 70 GPa 1= 800 (106) mm4
A:
Q: Situation 21. For the built-up shape shown in the figure, determine: А. by = 200 mm %3D oty = 10 mm…
A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…
Q: stack = 600 kg/m² groundwater surface 5 5 ft sand; saturation 50% 23 ft sand G3 = 2,65; pore number…
A: To find :- subsidence or settlement of normally consolidated clay layer.
Q: A beam with breadth b = 300 mm and depth d = 500 mm is pre stressed by an initial force of 700 kN.…
A: ASKED: To compute the compressive and tensile stresses for given prestressed beam. Given, Width…
Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…
A:
Q: A 4m 3m
A:
Q: what is the purpose of farmstead plan?
A: Purpose of farmstead plan:
Q: Question 20 If the center of Mohr's Circle has a moment of inertia value of 182 in", and a reference…
A: Centre of Circle =182in4The coordinates of reference point are 123in4 right to center and 95in4…
Q: Given the tabulated measurement of the closed traverse as shown. Determine the missing data.
A:
Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…
A:
Q: 1. Solve for the absolute pressure of oil at 10- m below its surface if the barometric reading is…
A:
Q: 7) The erectors job is to? a) Deliver to the construction site steel components that are ready to be…
A: 7: Steel erector is a person who is responsible for fitting the steel framework to form new building…
Q: The stress at a point is shown on the element. Determine (a) principal stress, (b) maximum in-plane…
A: The compressive stress on vertical face, σ=-45MPaThe compressive stress on horizontal face,…
Q: A system of three pipes 600 m, 800 m, and 1000 m long that are connected in series carries 600 L/sec…
A:
Q: the ladder has a uniform weight of 80lb and rests against the wall at B. if the coefficient of…
A:
Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…
A:
Q: A 1124gpm of water is flowing in a round pipe such that the flow remains laminar. What is the…
A: Given data in question Discharge Kinematic viscosity Laminar flow To find out Diameter
Q: The time to reach 60% consolidation is 35 seconds for a sample of 15 m thick tested in a laboratory…
A: Given data :- 1st case :- Degree of consolidation (u) = 60% = 0.6 Time (T1) = 35 second…
Step by step
Solved in 5 steps
- 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. 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.The 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 rivetsThe 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. plate: fy = 241 mpa fu = 4141 mpa rivet: fv = 152 mpa 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 rivets
- Pls answer thank you! A flange bolt coupling has 10 steel coupling 1 inch diameter bolts evenly tighten around a 16.34 in. bolt circle. Determine the torque capacity of the connection if the allowable shearing stress in the bolt is 7.3 ksi?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.A channel shape, C8 × 18.75, is used as a tension member. The channels are boltedto a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the channel in kips, if yielding on the gross area governs? What is the ult. capacity of the channel in kips, if fracture on the net area governs?
- A channel shape, C8 × 18.75, is used as a tension member. The channels are bolted to a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the channel in kips, if yielding on the gross area governs? What is the ult. capacity of the channel in kips, if fracture on the net area governs? What is the ult. capacity of the gusset plate in kips, if block shear governs? What is the effective net area of the channel section, in square millimeters?an angle bar 100x100x11 mm tension member is connected with 20-mm-dia bolts as shown in the fig. both legs of the angles are connected. use fy=248 MPa and Fu=400 MPa. 1. determine the nominal strength for tensile yielding in the gross section. a. 515.59 kN b. 429.67 kN c. 545.60 kN d. 390.10 kN 2. determine the effective net area of member a. 1573 mm^2 b. 1632 mm^2 c. 1605 mm^2 d. 1815 mm^2 3. determine the nominal strength for tensile rupture in the net area. a. 642 kN b. 730 kN c. 554 kN d. 650 kNThe riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If allowable bearing stress in holes is 1.2Fu where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 563.3 kN b. 460.8 kN c. 683. 6 kN d. 405.9 kN 2. If allowable yielding of gross area is Fy/1.67, where Fy is the yield strength of the plate and which is equal to 250 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534 kN b. 560 kN c. 446 kN d. 503 kN 3. If diameter of hole equals diameter of rivet, what is the net area of edge-3-4-edge in square millimeters? a. 2540 b. 2590 c. 2880 d. 2040
- The unbraced column length of Round HSS 18 x0.5 in A500 Grade C (Fy = 50 ksi) is 30 ft.Determine the design compressive strength of the column using the equations in Chapter E inPart 16 of the AISC Manual. Confirm your answer using the AISC Manual Table 4-5 (pages 4-84,New AISCM) and (pages 4-84, New AISCM). The column has pin supports at both ends ( i.e Kx= Ky = 1.0) columns. Lx = Ly = 30 ft8. 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=70ksih) what is the flexural rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)The five-bolt connection shown must support an applied load of P = 330 kN. If the average shear stress in the bolts must be limited to 255 MPa, determine the minimum bolt diameter that may be used in the connection.