e five-bolt connection must support an applied load of P = 2600 lb. If the a termine the minimum bolt diameter that may be used for this connection.
Q: A standard penetration test conducted in a saturated coarse silty soil with a Ysat=1.8 g/cc, at a de...
A: step-1
Q: Compute completely the internal forces of the members of the truss loaded as shown.
A:
Q: Solve for the moment, shear force, bending moment, maximum compressive stress and tensile stress.
A:
Q: 3. An open vat holding oil (s=0.80) is 8m long and 4m deep and has a trapezoidal cross -section 3m w...
A:
Q: A sign of weight W is supported at its base by four bolts anchored in a concrete footing. Wind press...
A: calculate the allowable normal stress on bolt σa =σuFactor of safety here , σu is the normal stress ...
Q: Determine whether the block shown is in equilibrium and find the magnitude and direction of the fric...
A:
Q: Bridge girders located in zones of very severe exposure conditions suffer
A: To find: What bridge griders suffer.
Q: sphere is attached to a 4 kN spl and volume of the cable is neg tof the 4 kN sphere in meter. sion i...
A:
Q: or the shear at S ? Pleas
A:
Q: Explain how to use a reflection map to mimic reflection from various roughness surfaces
A: The rule of reflection still applies to rough surfaces. Because the normal to a rough surface varies...
Q: For the beams shown below construct the shear-force and bending-moment diagrams. Label all significa...
A: Given data
Q: ) The railroad I-beam has dimensions as shown below. In reviewing these old designs, you have een as...
A:
Q: A vertical masonry chimney has a internal diameter d, and an external diameter d,. The base of the c...
A: The given data is as follows: Internal diameter=diExternal diameter=doHorizontal acceleration=a m/s2...
Q: a) the single uniformly distributed load (in kips) in the x-direction that would produc me deformati...
A: Step: 1 Uniformly distributed load: - It is a type of force which is distributed on object uniforml...
Q: Discuss rigid methods
A: Rigid method is used for designing mat foundation in which it is assumed that mat foundation is infi...
Q: Four pulleys are attached to the 50-mm-diameter aluminum shaft. If torques are applied to the pulle...
A: To determine the angle of rotation of pulley D relative to A. Given, Diameter of the shaft (d) = 5...
Q: 20 lb - 15 in.- - 15 in.- C B.
A: We need to draw the FBD
Q: 3 in 2 in 4 in 3 in 3 in 1 in
A:
Q: Quiz 2: 5. A horizontal curve is laid out with the point of curve, PC, station and the length of lon...
A:
Q: 90 kN A B. 5 m El = constant E = 200 GPa 800 (10) mm %3D
A:
Q: 41. Which of the below is a pigment imparting brown colour? A. O Raw Sienna B. O Soot C. O Burnt Sie...
A: (C) Burnt sienna It imparts brown colour to paint. Raw sienna imparts yellow colour. Soot imparts bl...
Q: A 100 mm x 200 mm wooden beam with a clear span of 7.2 m is embedded firmly en one end and is simply...
A:
Q: 120 kN 120 kN B C 5 m 3 m L=15 m El = constant E= 30 GPa The beam shown has a self weight of 5 kN/m ...
A:
Q: A T-beam section is to be designed to support an ultimate moment of Mu=600kN.m with compression in t...
A: Given Data : Mu=600 KN.mbf=650 mmhf=100 mmh= 600 mmbw=400 mmf'c=21 mmfy= 415 mmdiameter of bar= 32 m...
Q: The beam is supporting a distributed load of w = 1200 lb/ft. b. 3 ft 30 6ft Part A Determine the mag...
A:
Q: What are the different design characteristics that must be considered when designing water distribut...
A:
Q: Solve the critical value of P under LRFD Method
A:
Q: A long chord of a compound curve is 150 m long and the angle it makes with the longer and shorter ta...
A: The given data is: Chord length=150 m Tangent (Longer)=89° Tangent (shorter)=12° LV=180°-(89°/2)-(12...
Q: onstruct the shear-force an each diagram and identify th their respective locations
A:
Q: Oil RD = 0.8 Water 0.4m 0.2m
A:
Q: 0. In a building, to provide ultimate comfort to occupants can be used.
A: This question is related to Building Design from civil engineering.
Q: A prismatic cantilever prestressed concrete beam of span length, L = 1.5 m has one straight tendon p...
A:
Q: uence line for th
A:
Q: For the beam shown in the figure, if w = 355 N/m and d 2.2 m :Find the shear force at point C in (N)
A: Given - w =355 N/m and d = 2.2m To find - The Shear Force at C in (N)
Q: In Fig. E3.3–3, rigid bar ABC is supported by axial member (1), which has a cross-sectional area of ...
A:
Q: Solve for the critical value of P under LRFD Method. Use Fy = 275MPA, Fu = 40OMPA and %3D thickness ...
A:
Q: A retaining wall retains two layer soil as backfill in which top 4 m of soil is dry cohesive soil ha...
A:
Q: Draw quantitive influence line diagrams for members BA, HA, GH and BH of the simple supported truss ...
A: A truss is a structure that consists of two force members only where the members are organized so th...
Q: 1.67 Link BC is 6 mm thick and is made of a steel with a 450-MPa ultimate strength in tension. What ...
A: Determine width W of link
Q: e support reactions f
A:
Q: 3) Two U-beam designs (shown below) have been submitted for a project, and your engineering firm is ...
A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for y...
Q: 1. The spherical tank as shown is made of steel. The tank has a radius 20 ft and wall thickness of 1...
A:
Q: 2. A barge floating in a river, in the form of rectangular parallelepiped 10 m wide by 30 m long by ...
A: Given data A barge floating in a river, in the form of a rectangular parallelepiped having width, b=...
Q: F6-21. Determine the components of reaction at A and C. 400 N/m 600 N B 3 m C -1.5 m- -1.5 m- Prob. ...
A: Draw the FBD of the structure as a whole and the right portion of the structure. Then using equation...
Q: 1. Choose 1 type of statically determinate beam. 2. Divide the chosen beam into 3 spans, AB, BC, CD....
A:
Q: a.) Determine the horizontal reaction at 'C' in kN. b.) Determine the vertical reaction at 'C' in kN...
A: ##Determine the horizontal reaction at 'C' in kNAnd determine the vertical reaction at 'C' in kN. De...
Q: . In a PSC, the tensioning system may be classified into:
A: This question is related to Pre Stressed Concrete from RCC design.
Q: Design the vertical stem of a T-shaped retaining wall for a height of 3 m above the ground level. Th...
A:
Q: 1. Design a rectangular beam by USD Method for 5-m span, simply supported and must sustain 10 KN/m d...
A:
Q: 50. Maintaining prestressed concrete structures of various types in a fit and serviceable condition ...
A: Maintaining prestressed concrete structures of various types in a fit and serviceable condition is p...
Step by step
Solved in 2 steps with 2 images
- 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?The bolted connection shown must support an applied load of P = 5300 kN. The average shear stress in the bolts must be limited to 250 MPa. Determine the minimum bolt diameter that may be used in the connection. Answer: Minimum bolt diameter = i mmThe 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.
- The five-bolt connection must support an applied load of P = 2200 lb. If the average shear stress in the bolts must be limited to 44 ksi, determine the minimum bolt diameter that may be used for this connection. %3D coo00 Answer: dmin in.Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts T12 mm te12 mm P 300 75 75 75 Edge distances = 75 mm %3D dnole for tensile and rupture = dp +3 mm %3D dnole for bearing strength for Lec = d + 1.5 mm Fy = 248 MPa Fu = 400 MPa %3D En 330 MPa %3D Use LRFD design method. Determine the design strength due to tensile rupture strength of plates. (kN)A bolted connection between a vertical column and adiagonal brace is shown in the figure below. Theconnection consists of three 5/8-in. bolts that join two 1/4-in.end plates welded to the brace and a 5/8-in. gusset platewelded to the column. The compressive load P carried bythe brace equals 8.0k.Determine the following quantities: (a) The averageshear stress τavein the bolts, and (b) the average bearingstress σbbetween the gusset plate and the bolts. (Disregardfriction between the plates.)
- Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The angle is ASTM A36 steel. X = 0.7 Y = 3.8 Z=1/2 Round your answer to 2 decimal places. Your Answer: Incorrect The answer is 77.15 ± 1%. 1/2" X" bolts 1½" Gusset plate -L3 X 3 X Z Tu IA bearing type connection is shown in Figure 3.19. The diameter of A 325 bolts is 22 mm and the A572 Grade 50 plate material has a width of 150 mm and thickness of 16 mm. Assume diameter hole to be 24 mm. Bolt threads are excluded from the shear plane. Allowable stress of A 325 bolts: Fv = 207 MPa Fp = 1.5 Fu (to prevent excessive hole deformation) Allowable stresses of A572 Grade 50 plate material: Fy = 345 MPa Fu = 450 MPa a. Compute the tensile capacity due to the failure of the plates. b. Compute the tensile capacity due to the failure of the bolts.A connection using 3 bolts with the eccentricity is shown in Figure Q3. Determine: (a) Average shear stress for the bolts, (b) Average normal stress between bolt and plate A, and (c) Maximum normal stress in plate B. plat B 12 mm P/2 plat A 25 men. P/2 12 mm 100 mm -P D- 10 mm D- 20 mm Figure Q4
- 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 rivetsFor the connection shown, the average shear stress in the 12-mm-diameter bolts must be limited to 220 MPa. Determine the maximum load P that may be applied to the connection. O 164 KN 149 kN O 94 KN O 109 kN O 122 kNTwo 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.