Sample: Malleable Steel (AISI 4145)Original Diameter: 6.14mmFinal Diameter: 3.54mmGauge Length: 55 mmFinal Length: 68.12 mm Sample: Malleable Steel (AISI 4145)Original Diameter: 6.14mmGauge Length: 55 mmFinal Length: 68.12 mmFinal Diameter: 3.54mmLoad (kN)Deformation (mm)Stress (MPa)12.95Strain (%)0.38380.540.78410.9526.481.38991.631.94852.073.30903.104.58214.225.93595.037.03405.518.24136.2210.94467.2213.19518.1812.82288.7712.25839.1112.59159.6113.253610.3313.663610.7113.977211.3514.543312.6315.115513.8815.497015.1015.648417.0915.403117.7914.765518.7313.672119.2810.461719.88

Given data, Original diameter D = 6.14 mm Gauge length L = 55 mm

Sample: Malleable Steel (AISI 4145) Original Diameter: 6.14mm Gauge Length: 55 mm Final Length: 68.12 mm Final Diameter: 3.54mm Load (kN) Deformation (mm) Strain (%) Stress (MPa) 12.95 0.3838 0.54 0.7841 0.95 26.48 1.3899 1.63 1.9485 2.07 3.3090 3.10 4.5821 4.22 5.9359 5.03 7.0340 5.51 8.2413 6.22 10.9446 7.22 13.1951 8.18 12.8228 8.77 12.2583 9.11 12.5915 9.61 13.2536 10.33 13.6636 10.71 13.9772 11.35 14.5433 12.63 15.1155 13.88 15.4970 15.10 15.6484 17.09 15.4031 17.79 14.7655 18.73 13.6721 19.28 10.4617 19.88

Sample: Malleable Steel (AISI 4145) Original Diameter: 6.14mm Gauge Length: 55 mm Final Length: 68.12 mm Final Diameter: 3.54mm Load (kN) Deformation (mm) Strain (%) Stress (MPa) 12.95 0.3838 0.54 0.7841 0.95 26.48 1.3899 1.63 1.9485 2.07 3.3090 3.10 4.5821 4.22 5.9359 5.03 7.0340 5.51 8.2413 6.22 10.9446 7.22 13.1951 8.18 12.8228 8.77 12.2583 9.11 12.5915 9.61 13.2536 10.33 13.6636 10.71 13.9772 11.35 14.5433 12.63 15.1155 13.88 15.4970 15.10 15.6484 17.09 15.4031 17.79 14.7655 18.73 13.6721 19.28 10.4617 19.88

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

A steel plate 375mm x 16mm thick is bolted by four bolts placed symmetrically to form a single lap joint. The bolts are spaced horizontally at a distance of 140mm and vertically at a distance of 150mm. If the diameter of bolt is 20 mm, calculate the design tensile strength in KN based on net section fracture considering a straight vertical path of failure Use Fy=248MPa and Fu=400MPa a) 1339.2 b) 1569.6 c)2092.8 d) 1488
The bar shown made from steel (Sut = 140 ksi) is subjected to a fully reversed bending moment of 15000 Ib.in. Determine the infinite-life fatigue safety factor for the bar. Given D = 1.5 in, d = 1 in, r = 0.125 in, Se = 70 ksi. d M M Select one: O a. N = 1.54 O b. Nf = 0.45 O c. N = 2.83 O d. N = 2.12
A 4.8ft-long steel wire of 1/4in-diameter is subjected to a 750lb-Tensile load. Knowing that E=29x10^6psi, determine (a) the elongation of the wire, and (b) the corresponding normal stress.
A rectangular steel block 250 mmx100 mmx80mm is subjected to axial loads as follows. 480 kN (tensile in direction of its length) 900 kN (tensile on 250mm x 80 mm faces) 1000kN (comp. on 250mm x100mm faces) taking E=200 GN/m2 and 1/m=0.25 find a). Change in dimensions (height, width and length) b). Change in volume of the block c). Volumetric Strain c). Values of N and K (Module of Rigidity and Bulk Modulus) for material of the block. d). Determine the volume difference if the temperature of block increased by 20K. (Take alpha steel = 11.7 x 10-6 / 0C ) e). Discuss the behavioral characteristic for given application Comparing the impact from given mechanical loadings and thermal loadings to the block.
b. Calculate "P" in KN considering tension failure on net 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
A wide flange A60 steel column has a length of 6.4meters and pinned ends. If Sx=888x103 mm3, Sy=128x103 mm3, d=358mm, bf=184mm, A=7,289mm2, Fy=414MPa, calculate the critical buckling stress, Fcr in MPa of the column. Express your answer in one decimal place.
What is the shear deformation? δ = mm What is the seismic force? P = N must be: 4.91[6-8]mm 3312.82[8-9]N
From the bracket connection shown. 1. Which of the following gives the stress due to axial load. a. 62.07 MPa b. 75.56 MPa c. 52.89 MPa d. 19.34 MPa 2. What is the value of ‘b’ that will make the maximum stress due to moment equal to that due to axial load? a. 150 mm b. 200 mm c. 250 mm d. 300 mm 3. What is the eccentricity? a. 300 mm b. 250 mm c. 150 mm d. 196.78 MPa
Give me the solution of these with these answers: 2. ?? = 107.725 MPa 3. the shear stress in the anchorbolts. Ans: ? = 91.44 Mpa
Given Y = 9.79 kN/m^3 Find: P @ bottom of tank (kpa) Force (tensile) on each bolt (kN) Stress on each bolt (MPa)
A flanged bolt coupling consist of 9 steel bolts evenly spaced around a bolt circle 300 mm. in diameter and 6 bronze bolts on a concentric bolt circle 200 mm. in diameter. What are the sizes of bolts diameters for steel and bronze, if the torque applied is 6,000 N-m and without exceeding the stress of 60 MPa in the steel and 40 MPa for the bronze? The ratio of the bolt diameter db / ds = 0.50. For steel, use Gs = 83 GPa and for bronze, Gb = 28 Gpa.
A full forming P= 52 kN axial force acts on the part shaped by the machining method made of xCy steel material. The thickness of the part is t= 20 mm and the steel tensile strength is sigma(tensile) = 620 MPa . Calculate the individual fatigue life of the A and B sections of the machine part for 90% reliability. Draw logarithmic S_N diagrams.