Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 3, Problem 3.20PFS
To determine
The effective net area of the given section using the U value.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
A staggered riveted connection has rivets arranged as shown below. The plate is 400 mm and 12 mm thick with four bolt holes. The diameter of rivet is 34 mm The diameter of the rivet hole is assumed to be 5 mm larger than rivet diameter. Fy = 248 MPa. Fu= 410 MPa, Fv in rivets is 372 MPa.
1. Which of the following gives the distance b so that the net area in section 1 – 2 – 3 – 4 equal to the net area in section 1 – 2 – 4
a. 30.01 mm
b. 25.12 mm
c. 19.7 mm
d. 12.23 mm
2. Which of the following gives the net area using the computed value of b.
a. 4622.65 mm²
b. 5623.75 mm²
c. 3623.64 mm²
d. 7652.85 mm²
3. Which of the following gives the maximum tensile force that the connection could carry if the allowable yield stress is Fy/1.67.
a. 432.12 kN
b. 724.73 kN
c. 253.25 kN
d. 712.81 kN
4. Which of the following gives the maximum tensile force that the…
Part 2: Identify the read forces
4m
11
ang
600
4m
60
60
4m
10KN
Rea'd:
All member forces (use methorl of joints)
PLATE NO 3
Method of Sections
Chapter 5 Problem 5-2 Page 76
Using the method of sections, determine the kind and amount of stress in the
following members of the truss shown in figure P5-2 (page 76).
U:U2
UıL2
LIL2
U2U3
U2L3
L2L3
1000lb
1000lb
U3
1000lb
1000lb
1000lb
U2
U4
500lb
Ui
500lb
h=20ft
Us
Lo
L1
L2
L3
L4
Ls
RAV
6 panels at 10' = 60 ft
RBv
Chapter 3 Solutions
Structural Steel Design (6th Edition)
Ch. 3 - Prob. 3.1PFSCh. 3 - Prob. 3.2PFSCh. 3 - Prob. 3.3PFSCh. 3 - Prob. 3.4PFSCh. 3 - Prob. 3.5PFSCh. 3 - Prob. 3.6PFSCh. 3 - Prob. 3.7PFSCh. 3 - Prob. 3.8PFSCh. 3 - Prob. 3.9PFSCh. 3 - Prob. 3.10PFS
Ch. 3 - Prob. 3.11PFSCh. 3 - Prob. 3.12PFSCh. 3 - Prob. 3.13PFSCh. 3 - Prob. 3.14PFSCh. 3 - Prob. 3.15PFSCh. 3 - Prob. 3.16PFSCh. 3 - Prob. 3.17PFSCh. 3 - Prob. 3.18PFSCh. 3 - Prob. 3.19PFSCh. 3 - Prob. 3.20PFSCh. 3 - Prob. 3.21PFSCh. 3 - Prob. 3.22PFSCh. 3 - Prob. 3.23PFSCh. 3 - Prob. 3.24PFSCh. 3 - Prob. 3.25PFSCh. 3 - Prob. 3.26PFSCh. 3 - Prob. 3.27PFSCh. 3 - Prob. 3.28PFSCh. 3 - Prob. 3.29PFSCh. 3 - Prob. 3.30PFSCh. 3 - Prob. 3.31PFSCh. 3 - Prob. 3.32PFSCh. 3 - Prob. 3.33PFSCh. 3 - Prob. 3.34PFSCh. 3 - Determine the LRFD design strength and the ASD...Ch. 3 - Prob. 3.36PFSCh. 3 - Prob. 3.37PFS
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Design the beam shown 30KN 8m -1m use f'c= 28MPA db = 25mmø %3D Gr60 ds = 12mmø Assume d b =arrow_forwardDetermine the value of P for the bracket shown Steel Designarrow_forwardSubject : Steel design 1. A tension number is an angular section 150mm x 110mm x 12.5 mm having a cross sectional area of 3064mm^2. The section is connected with three 18mm diameter bolt spaced at 100mm on centers as shown on the figure.Minimum tensile strength Fu=400Mpa and Fy=248.8Mpa. Diameter of Hole is 21mm. a. Compute the block shearing strength of the member.arrow_forward
- 43 OSFu A tension member with an allowable tensile stress of 0.6Fy is connected to the gusset plate using four rivets having a diameter of 34mm. Assume the diameter of the hole is 2mm more than the rivet diameter. It is required to determine the value of b so that the net width along rivets 1-2-3-4 is equal to the net width along 1-2-4. > Determine the value of b > Determine the most critical net area The value of T without exceeding the allowable stress. Gusset plate If failure will occur in djagonal s 2 direction add a value 4g C0mm b. 6. 100mm 400mm 100mm 100mm 12mm 150mmarrow_forwardCalculate the force at member GE. -Include direction (upward, downward, N, E, W, S, or if Tensile or Compressive -Include 4 decimal points -Provide a readable solutionarrow_forwardWhat are the internal forces in the sections shown? 6 KN g ( g f c d 0.1 m 0.125 m -b <- CD- 6kNarrow_forward
- A wide flange section has the following properties. A- 6645 mm? bị = 152.40 mm ty - 10.80 mm d- 449.58 mm tw - 7.62 mm Fy - 250 MPa Compute the plastic section modulus about the major principal axis. (x 10° mm)arrow_forwardLrfd design R= 899knarrow_forwardFind EIy midway between the supportsarrow_forward
- A wide flange and a channel have the following properties. They are attached as shown. -Wide Flange- A 18,400mm² dm 470mm Ix= 726x106 ly= 93.6x106mm4 tw = 12mm Fv bolt=100MPa diameter of bolt = 16mm www -Channel- A = 6430mm² Ix ly = 3.4x106 x = 20mm tw== 10mm u 131x106mmª Fb channel = 118MPa Fb WF= 138MPa > Find the moment of inertia of the section. 970.622 ➤ Determine the moment capacity of the section. 452-72 Determine the safe uniform load that the beam could carry over a 9m simple span. 45." Determine the spacing of bolt. 179-35arrow_forwardsolve both parts P6-1 and P6-2 HAnd written and clean wrting pleasearrow_forwardProblem 6: Determine the location ỹ of the centroid of the beam's cross-sectional area. Neglect the size of the corner welds at A and B for the calculation. 35 mm 110 mm -15 mm 50 mmarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning