A flange bolt coupling consist of 8-12.7mm steel bolts on a circle diameter of 304.80mm & 6- 12.7mm steel bolts on a circle diameter of 228.60 mm. is subjected to a 950KN-mm torque.The shear stress developed in the outer circle of the flange bolt coupling is MPa. A 4.30 B 8.10 C) 1.50 D) 6.80 E 3.20

A flange bolt coupling consist of 8-12.7mm steel bolts on a circle diameter of 304.80mm & 6- 12.7mm steel bolts on a circle diameter of 228.60 mm. is subjected to a 950KN-mm torque.The shear stress developed in the outer circle of the flange bolt coupling is MPa. A 4.30 B 8.10 C) 1.50 D) 6.80 E 3.20

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

See similar textbooks

Similar questions

A flanged bolt coupling consists of 9-17-mm-diameter steel bolts on a bolt circle 600 mm in diameter, and 5-17-mm-diameter steel bolts on a concentric bolt circle 300 mm in diameter. What torque can be applied without exceeding a shearing stress of 66 MPa in the bolts? Answer must be in kN-m.
9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate load that the connections can carry. Using the design shear stress how much more torque can the connections carry? 140 kN 200 mm 175 mm 7- 20 mm bolts 150 mm 150 mm 150 mm
A flanged bolt coupling consists of 9-17-mm-diameter steel bolts on a bolt circle 400 mm in diameter, and 5-17-mm- diameter steel bolts on a concentric bolt circle 300 mm in diameter. What torque can be applied without exceeding a shearing stress of 63 MPa in the bolts? Answer must be in kN-m.
a) Determine the preload and service load stresses in the bolt. Compare to the SAE minimum proof strength of the bolt. • Specify the torque necessary to develop the preload.
10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 10 MPа О 12.5 MPa 15 MPa 8.5 MPa O no one O ---.. O- O O 300mm 8 mm
Two circular shafts are joined together between fixed supports to resist a torsional moment of 80 kN-m as shown. Determine the absolute value of the maximum torsional shear stress of the hollow steel shaft (in MPa). 20 IN-m Sm stcel hellw circalar duminum Selid circular D= 75 mny Do- IDO mn D> 80 mm G- D GPon 6- IS0 EPa
Problem No 2 A flanged-bolt coupling consisting of six 4 inch diameter steel bolts evenly spaced around a bolt circle 12 inches in diameter and four inch diameter aluminum bolts on a concentric circle 8 inches in diameter. What stresses are developed on each bolt of the two bolt-circles when a torque T=75 Kip-in is applied. Use Gs=12 x 10° psi and GA = 4 x10° psi.
10/10 find the tensile stress in upper plate in section 3-3 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM ww 8 300 mm (2) -O- O 3)
A flanged bolt coupling consists of ten 16-mm-diameter bolts spaced evenly around a bolt circle 650 mm in diameter (D). Determine the torque capacity of the coupling (in kN-m) if the allowable shearing stress in the bolts is 40 MPa.
Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
A flanged bolt coupling consist of six 10 mm. diameter steel bolts on a bolt circle 300 mm. in diameter, and four 10 mm. steel bolts on a bolt concentric bolt circle of 200 mm. in diameter. (a) Determine the torque applied (N-m) if the shearing stress is 60MPa in the bolts. (b) If the torque capacity increased to 8 kN-m, determine the number of bolts of 10 mm. diameter on the 300 mm. bolt circle of the coupling.
• 4. A flanged bolt coupling consists of eight steel 20-mm voits spaceu evenly around a bolt circle of300mm in diameter. Determine the torque capacity of the coupling it the allowable shearing stress in the bolts is 40MPa. Det the 4 ways to increace M3 HW 3 the torque capacity to 24 KN-m a) no. d bolts ) Ss d bolt: c) Dia of bolts Make sure that only one aspect i d) Dia of belt eircle) change vnad change vn ad