A Single rivet lop joint is to connect 12 mm thick plates by providing 20mm dia, rivet at so mm pitch. determine the strength of the joint and joint efficiency. Take working stress. in shear in rivets = 80N/mm², working stress in bearing in rivets = rivets = 250 N/mm² and working stress in axial tension in plates = 150 N/mm².

A Single rivet lop joint is to connect 12 mm thick plates by providing 20mm dia, rivet at so mm pitch. determine the strength of the joint and joint efficiency. Take working stress. in shear in rivets = 80N/mm², working stress in bearing in rivets = rivets = 250 N/mm² and working stress in axial tension in plates = 150 N/mm².

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

If P=13000 N, d=22mm and t=33mm, determine the bearing stress between the rivets and plate, in MPa?
e. Calculate "P" in KN considering failure on bearing on block shear Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
c. Calculate "P" in KN considering failure on bearing on projected area. Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
•Timber beamSafe working stress = 25 MPaCross-section dimensions:height = 119 mm,width = 66 mmProving ring number 293. Steel beam Safe working stress = 200 MPa Cross-section dimensions:external height = 149 mm,external width = 50 mm,wall thickness = 3.0 mm,Proving ring number 1522.1)Calculate safe max bending moment in the central part of the beam using Mmax = (I)(max stress)/(D/2)2) calculate Safe applied force in the proving ring or tie rod, assuming a symmetrical setup as in the photowith a ‘lever arm’ of 600 mm
The plate shown in the figure is fastened to the fix member by three 10 mm diameter rivets. Compute the value of the loads P so that the shearing stress of any rivet does not exceed 70 Mpa.
1. For the riveted connection shown in the figure using elastic analysisa. Determine the safe value of P if the allowable shearing stress of 25mm rivets is 150MPab. Determine the maximum shearing stress that can be develop in the rivet for a given load ? = 52??c. Determine the minimum shearing stress that can be develop in the rivet for a given load ? = 52?N
The plate shown is fastened to the fixed member by seven 12-mm diameter rivets. Compute the polar moment of inertia, J. Determine the value of the loads P so that the maximum shearing stress in any rivet does not exceed 75 MPa. If P = 8000 N, what is the minimum shearing stress developed in the rivet.
a. Determine the location of the shear center for the following section. b. Determine the shear stress at point A, if a 20kN (downwards) shear load is applied at the shear center. Given: h1= 25mm h = 100mm b = 50mm Thickness = 4mm
Six 20mm diameter rivets fasten the plate, as shown, to the fixed member. Determine the average shearing stress caused in each rivet by the P (in kilo-newton) loads. P=74 Show detailed solution
an 8 m long steel is pinned at the top and fixed at the bottom. the column is provided with lateral support 3m from the top in the weak direction. the properties of the column section are as follows: ix = 178.1x10^6 mm^4 ly = 18.8x10^6 mm^4 a = 8129 mm^2 fy = 400 mpa a. what is the critical effective slenderness ratio? %3d %3d b. what is the buckling stress of the column? c. calculate the critical load pc in kn
A steel plate 2.5 m x 1.6 m x 100 mm thick is to be hoisted by a steel cable sling as shown in the figure. Assume the steel weighs 77.3 kN/cu.m. Determine the shear stress (MPa) in the 16 mm diameter pins through the clevis The correct answer is 45.33. Show solution.
If P= 8.571 kN, Determine the stress in member CEassuming that the area in steel is 24 mm2.Show FBD