A flanged bolt coupling consists of eight ½ -in. steel bolts evenly spaced around a bolt circle 12 in. in diameter, and six ¾ -in. aluminum bolts on a concentric bolt circle 8 in. in diameter. What torque can be applied without exceeding 15000 psi in the steel or 10000 psi in the aluminum? Assume Gst = 12 × 106 psi and Gal = 4 × 106 psi.

A flanged bolt coupling consists of eight ½ -in. steel bolts evenly spaced around a bolt circle 12 in. in diameter, and six ¾ -in. aluminum bolts on a concentric bolt circle 8 in. in diameter. What torque can be applied without exceeding 15000 psi in the steel or 10000 psi in the aluminum? Assume Gst = 12 × 106 psi and Gal = 4 × 106 psi.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.7.6P

See similar textbooks

Similar questions

A flanged bolt coupling consists of six ½-in. steel bolts evenly spaced around a bolt circle 12 in. in diameter, and four ¾-in. aluminum bolts on a concentric bolt circle 8 in. in diameter. What torque can be applied (kip-in) without exceeding 9000 psi in the steel or 6000 psi in the aluminum? Assume Gst = 12 × 106 psi and Gal = 4 × 106 psi.
A flanged bolt coupling consists of six 1/2-in. steel bolts evenly spaced around a bolt circle 12 in. in diameter, and four 3/4-in. aluminum bolts on a concentric bolt circle 8 in. in diameter. What torque can be applied without exceeding 9000 psi in the steel or 6000 psi in the aluminum? Assume Gst = 12 x 10^6 psi and Gal = 4 x 10^6 psi.
If the allowable bearing stress in the bolt is 18.855 ksi. what is the minimumrequired diameter of the bolt at B? b= .75” h= 7.874” Distances are in feet.
8. 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)
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?
please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS The compound bar ABCD has a uniform cross-sectional area of 0.36 in2.Determine the change in length (in inches) of the bar if an axial force P = 4084 lbis applied.The moduli of elasticity are 29016 ksi for steel and 10059 ksifor aluminum. Round off the final answer to four decimal places.
please i need solution for this question. The cross section of rod 1 and 2 is circular with diameter d=40mm. E=200GPa, [ ] 120 MPa  = , p s   = = 99, 60 . In the empirical formular, a=304MPa, b=1.12MPa,[n]st=2. Determine the allowable load [F].
4. The plate shown in the figure is fastened to thefixed member by seven 10-mm-diameter rivets.Compute the value of the loads P so that theaverage shearing stress in any rivet does notexceed 70 MPa.
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 kN
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. 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
determine the size of bearing plate required for an end reaction of 11 kips dead load and 44 kips live load on a W14x53 beam of A572 grade 60 steel. the beam rests on a 4-in which concrete wall f'c = 3500 psi specify thickness in multiples of 1/4 in and the length and width to whole inches
Refer to Fig. 3-37. A flat plate hinged at C has a configuration satisfying the equation x² + 1.5y = 9. What is the force of the oil on the plate, and what is the torque about hinge C due to the oil? The answer was given, please show the solution. Answer: 6240 Ib; 16400 ft-lb