PROBLEM 9.99.10 in the bolted connection of Figure 9.12, assume that the boltsare in. in diameter and that the allowable shear stress for thebolts is 14,500 psi. Based on bolt shear only, compute the safeallowable load P that may be applied.9.2Cc R-12(40) agnell2-in.-diameter bolt-1ªismiani-6000 lb9.51 For the truss shows, compute theHexbolt headnoitsvoll (0)PROBLEM 9.511HexboltheadBoltshankgelber

Answered: Image /qna-images/answer/0c27605b-a3d4-4a67-bf7e-7e83daac2b9c.jpg

PROBLEM 9.9 9.10 In the bolted connection of Figure 9.12, assume that the bolts are in. in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load R the 11

PROBLEM 9.9 9.10 In the bolted connection of Figure 9.12, assume that the bolts are in. in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load R the 11

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

QUESTION 8 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.295 in. Fexx=70ksi what is the shear yielding capacity of shear plate in kips? (2 decimal places)
The figure shows a roof truss and the detail of the connection at joint G. Members BG and CG are angle sections with the thicknesses shown in the The working stresses are 70 MPa for shear in the rivets and 140 MPa for bearing stress due to the rivets. How many 25-mm-diameter rivets are required to fasten the following members to the gusset plate: (a) BG; and (b) CG?
1. what is the bolt shear capacity 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=70ksi
The single shear connection consists of six 26-mm-diameter bolts. If the ultimage strength of the bolts is 720 MPa, determine the factor of safety for the connection at an applied load of P= 570 kN. P=570 kN
From the bolted connection shown, the diameter of bolts is 20 mm with the hole diameter equal to 3mm larger than the bolt diameter, the angular section is 100x75x8mm, with an area of 1340 mm^2. Thickness of gusset plate is 9 mm. the gusset plate. (a)If T = 200KN, compute the shearing stress on the bolts. (b)If the allowable shearing stress on the bolt is 145MPa, compute the value of T.
J 6 The cast iron bearing seat in the picture is bolted to the steel beam of the ceiling bracket and supports the gravity load. Use M20 coarse thread ISO class 8.8 bolts with a thickness of 3.4 mm The steel washers are placed under the bolt head and nut. The flange of this bracket is 20 mm thick, the shaft The elastic modulus of the bearing is 135 GPa. (a) Assuming this is a permanent joint and the fasteners are lubricated when assembled, find the required wrench torque. (b) If the gravity load is 15 kN, try to find the load factor n of the design.
For 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 kN
1. The connection shown below is fastened by four 10-mm diameter bolts. If the allowable shear stress in each bolt is 100 MPa, determine the maximum axial force P (kN) that can be applied to the joint.
A staggered connection is shown in the figure. Using LRFD & ASD, determine the maximum tensile force that the plate could carry. Assume A36 steel (Fy = 248 MPa, Fu = 400OMPA). Use NSCP 2015 provisions. For Plate: t = 12 mm, width = 350 mm For Rivet: Diameter = 20 mm 70 100 70 80 70
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.)
The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in the bolts must be limited to 27 ksi, determine the minimum bolt diameter that may be used for this connection. Cocoo Answer:dmin- P in.
The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in the bolts must be limited to 27 ksi, determine the minimum bolt diameter that may be used for this connection. cocco Answer: dmin- IN in.