26 Problem: splice plate shown in the accompanying figure 2.26 consists of a 250 mm x 10 mm el plate with 5 rivets having diameter of holes to be 20 mm. A 36 is specified with 248.8 MPa. Minimum tensile strength F₁ = 400 MPa. Compute the effective net area A Compute the value of T based on gross area. Compute the value of T based on effective net area. 150 mm 30 63 75 mostren 50mm 500mm 150mm 50mm 50m

26 Problem: splice plate shown in the accompanying figure 2.26 consists of a 250 mm x 10 mm el plate with 5 rivets having diameter of holes to be 20 mm. A 36 is specified with 248.8 MPa. Minimum tensile strength F₁ = 400 MPa. Compute the effective net area A Compute the value of T based on gross area. Compute the value of T based on effective net area. 150 mm 30 63 75 mostren 50mm 500mm 150mm 50mm 50m

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

H.W A Solid Steel bar of dlameter 6omm and length 350 mm is Placed inside an aluminum cylinder öf Inside diameter Femm and out side d lameter Ilomm, a comPressive load of looo lais applied on the assembly, find the stresses in the bar and the cylinder ? take Est = 200GPa and EAl = F0GPan %3D Cover Plate 0.25mm d- do 35omm A lum. cylinder Steel bar
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
H.W4: a- A copper bar is 900 mm long and circular in section. It consists of 200 mm long bar of 40 mm diameter, 500 mm long bar of 15 mm diameter and 200 mm long bar of 30 mm diameter. If the bar is subjected to a tensile load of 60 kN, find the total extension of the bar. Take E for the bar material as 100 GPa. b- A stepped bar ABCD consists of three parts AB, BC and CD such that AB is 300 mm long and 20 mm diameter, BC is 400 mm long and 30 mm diameter and CD is 200 mm long and 40 mm diameter. It was observed that the stepped bar undergoes a deformation of 0.42 mm, when it was subjected to a compressive load P. Find the value of P, if E = 200 GPa.
Situation 8: For the connection shown in the figure. Pu = 80 KN, x1 = 200, x2 = 100, y1 = 50, y2 = y3 = y4 = 100 y1 y2 y3 y4 O 80 MPa O 71 MPa O 74 MPa oooo O 86 MPa O 1. Which of the following nearly gives the shearing stress of the most stress bolt? Use 20 mm diameter bolt. x1 O O O x2
7 Enercise:- 30 long with is subjected to a Assuming deformation is entirely elastic and manimum allowable elongation tensile 30000y that the is 0.3 mm while manimum. allowable reduction in, digmeter is 0.015mm. choose amory below only. candidate meeting requirent E (GPa) A cylindrical rod 100 mm diameter of 12 mm load of 30000 N. Aluminium alloy Bronze Titanium allow 70 100 110 U(Poiss ons vahi) 0.33 0.34 0.3
A 76 mm x 76 mm x 6 mm angular section is welded to an 8-mm thick gusset plate as shown. The angular member is A36 steel with Fy = = 248 MPa and Fu = 400 MPa. The electrode used is E60 with Fu = 414 MPa. The cross sectional area of the angle is 929 mm2. L76×76×6 gusset plate 65 mm 125 mm P Compu te the value of P based on the gross area? Determine the value of P based on the net area if the strength reduction coefficient is 0.85? Determine the value of P based on block shear in the gusset plate along the weld?
For the rivet connection shown in figure 2-4, the allowable shearing stress in the 25mm rivets is 140 MPa. Assume the plates are adequate to transmit the load to the rivets. P= 60 KN. a) Determine the shearing stress in the most stressed rivet. b) Determine the maximum allowable value of P. c) If P=80 KN, determine the minimum diameter of rivets. USE NSCP 2015. Thanks.
10 mm 20 mm The assembly above is comprised of a 10mm-diameter steel bolt, and a 20mm-diameter, 2mm-thick bronze sleeve. The bolt and sleeve are rigidly connected at each end by a washer. Assume the following properties: Epolt = 29000 ksi &bolt = 6.6-106 1°F Vbolt = 0.35 Member BC is made of bronze with the following properties: Esleeve = 15000 ksi Xsleeve =9.80-106 /°F Vsleeve = 0.35 If the assembly is heated up, which of the following statements best describes how the sleeve will be affected? The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt has a lower coefficient of thermal expansion). The sleeve will go into tension and the bolt will go into compression. O The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt has a lower coefficient of thermal expansion). Both members will go into tension. The sleeve will try to expand longitudinally, but will be restricted by the bolt (because the bolt…
hexagonnal head 30 60 mm threads bolt diameter @ threads 32 min %3D bolt diameter = 38 mm T=80 kN 1. Calculate the tensile stress in the body of the bolt. 2. Find the tensile stress at the root of the threads. 3. Find the compressive stress at the head as the bolt bears on the surface to resist tensile load.
sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max
f. Calculate the maximum safe load "P" in KN 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
Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40