ALLOWABLE STRESS DESIGN FLOWCHART FOR AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION APPENDIX B BEARING STIFFENERS AND TRANSVERSE STIFFENERS DESIGN

Similar documents
MTH 146 Class 11 Notes

twenty seven masonry construction: beams & columns Masonry Design Masonry Beam & Wall Design Masonry Design

PHYSICS 1210 Exam 1 University of Wyoming 14 February points

Solutions to assignment 3

( ) ( ) ( ) ( ) ( ) ( y )

CS3510 Design & Analysis of Algorithms Fall 2017 Section A. Test 3 Solutions. Instructor: Richard Peng In class, Wednesday, Nov 15, 2017

Average & instantaneous velocity and acceleration Motion with constant acceleration

e t dt e t dt = lim e t dt T (1 e T ) = 1

Flow Networks Alon Efrat Slides courtesy of Charles Leiserson with small changes by Carola Wenk. Flow networks. Flow networks CS 445

PARABOLA. moves such that PM. = e (constant > 0) (eccentricity) then locus of P is called a conic. or conic section.

Bipartite Matching. Matching. Bipartite Matching. Maxflow Formulation

September 20 Homework Solutions

M r. d 2. R t a M. Structural Mechanics Section. Exam CT5141 Theory of Elasticity Friday 31 October 2003, 9:00 12:00 hours. Problem 1 (3 points)

Properties of Logarithms. Solving Exponential and Logarithmic Equations. Properties of Logarithms. Properties of Logarithms. ( x)

SOME USEFUL MATHEMATICS

CSC 373: Algorithm Design and Analysis Lecture 9

Homework 2 Solutions

An object moving with speed v around a point at distance r, has an angular velocity. m/s m

f t f a f x dx By Lin McMullin f x dx= f b f a. 2

N H. be the number of living fish outside area H, and let C be the cumulative catch of fish. The behavior of N H

ANALYSIS OF SECTION. Behaviour of Beam in Bending

Flow networks. Flow Networks. A flow on a network. Flow networks. The maximum-flow problem. Introduction to Algorithms, Lecture 22 December 5, 2001

Example 1. Examples for walls are available on our Web page: Columns

And I Saw a New Heaven

Location is relative. Coordinate Systems. Which of the following can be described with vectors??

Algorithms and Data Structures 2011/12 Week 9 Solutions (Tues 15th - Fri 18th Nov)

MIXED BOUNDARY VALUE PROBLEM FOR A QUARTER-PLANE WITH A ROBIN CONDITION

And I Saw a New Heaven

More on Magnetically C Coupled Coils and Ideal Transformers

Version 001 test-1 swinney (57010) 1. is constant at m/s.

DC Miniature Solenoids KLM Varioline

Characteristic Function for the Truncated Triangular Distribution., Myron Katzoff and Rahul A. Parsa

DESIGN OF TENSION MEMBERS

Transformations. Ordered set of numbers: (1,2,3,4) Example: (x,y,z) coordinates of pt in space. Vectors

P441 Analytical Mechanics - I. Coupled Oscillators. c Alex R. Dzierba

Longitudinal Strength Standard. S11 (cont) S11

Physics Notes - Ch. 2 Motion in One Dimension

A LOG IS AN EXPONENT.

Jonathan Turner Exam 2-10/28/03

Physics 240: Worksheet 16 Name

T h e C S E T I P r o j e c t

How to Prove the Riemann Hypothesis Author: Fayez Fok Al Adeh.

Temperature Rise of the Earth

ME 141. Engineering Mechanics

Section P.1 Notes Page 1 Section P.1 Precalculus and Trigonometry Review

ECE Microwave Engineering. Fall Prof. David R. Jackson Dept. of ECE. Notes 10. Waveguides Part 7: Transverse Equivalent Network (TEN)

FM Applications of Integration 1.Centroid of Area

The solution is often represented as a vector: 2xI + 4X2 + 2X3 + 4X4 + 2X5 = 4 2xI + 4X2 + 3X3 + 3X4 + 3X5 = 4. 3xI + 6X2 + 6X3 + 3X4 + 6X5 = 6.

Contraction Mapping Principle Approach to Differential Equations

Addition & Subtraction of Polynomials

Theme 6 Shearing stress in bending

This UR does not apply to CSR Bulk Carriers and Oil Tankers or to container ships to which UR S11A is applicable.

Lecture 2: Network Flow. c 14

Released Assessment Questions, 2017 QUESTIONS

Graduate Algorithms CS F-18 Flow Networks

Hermite-Hadamard-Fejér type inequalities for convex functions via fractional integrals

Maximum Flow. Flow Graph

Chapter 2. Motion along a straight line. 9/9/2015 Physics 218

ANSWERS TO EVEN NUMBERED EXERCISES IN CHAPTER 2

ARCH 614 Note Set 5 S2012abn. Moments & Supports

Admin MAX FLOW APPLICATIONS. Flow graph/networks. Flow constraints 4/30/13. CS lunch today Grading. in-flow = out-flow for every vertex (except s, t)

Mathcad Lecture #4 In-class Worksheet Vectors and Matrices 1 (Basics)

The Covenant Renewed. Family Journal Page. creation; He tells us in the Bible.)

CALDERON S REPRODUCING FORMULA FOR DUNKL CONVOLUTION

0 for t < 0 1 for t > 0

3.3 Internal Stress. Cauchy s Concept of Stress

Physics Worksheet Lesson 4: Linear Motion Section: Name:

Soviet Rail Network, 1955

A LIMIT-POINT CRITERION FOR A SECOND-ORDER LINEAR DIFFERENTIAL OPERATOR IAN KNOWLES

How to prove the Riemann Hypothesis

Relation between Fourier Series and Transform

Some Inequalities variations on a common theme Lecture I, UL 2007

Chapter 10. Simple Harmonic Motion and Elasticity. Goals for Chapter 10


Homework Solution - Set 5 Due: Friday 10/03/08

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!"

H SERIES. Algebra Basics. Algebra Basics. Solutions. Curriculum Ready.

Computer-Aided Analysis of Electronic Circuits Course Notes 3

June Further Pure Mathematics FP2 Mark Scheme

twenty four masonry construction: beams & columns Office Hours Masonry Beam & Wall Design Masonry Design Masonry Standards Joint Committee

Type SEK 105 ºC Radial Leaded Aluminum Electrolytic Capacitors

LAPLACE TRANSFORMS. 1. Basic transforms

Theme 8 Stability and buckling of members

AN ANALYTICAL TOOL TO PREDICT LOAD DISTRIBUTION OF MULTI-BOLT SINGLE-LAP THICK LAMINATE JOINTS

ON NEW INEQUALITIES OF SIMPSON S TYPE FOR FUNCTIONS WHOSE SECOND DERIVATIVES ABSOLUTE VALUES ARE CONVEX.

Network Flows: Introduction & Maximum Flow

Crash course in interpretting NMR spectra for lab. NMR = the workhorse of characterization tools reveals connectivity & alkyl chains

P a g e 3 6 of R e p o r t P B 4 / 0 9

Mathematics 805 Final Examination Answers

Research Article New General Integral Inequalities for Lipschitzian Functions via Hadamard Fractional Integrals

Seminar 5 Sustainability

BUCKLING OF FRP BEAMS AND COLUMNS

The Forming Theory and Computer Simulation of the Rotary Cutting Tools with Helical Teeth and Complex Surfaces

Physics 218 Exam 1. with Solutions Fall 2010, Sections Part 1 (15) Part 2 (20) Part 3 (20) Part 4 (20) Bonus (5)

3 Motion with constant acceleration: Linear and projectile motion

Mathematical Notation Math Calculus & Analytic Geometry I

rank Additionally system of equation only independent atfect Gawp (A) possible ( Alb ) easily process form rang A. Proposition with Definition

1.B Appendix to Chapter 1

STRUNET CONCRETE DESIGN AIDS

Coefficient Inequalities for Certain Subclasses. of Analytic Functions

Transcription:

ALLOWABLE TRE DEIGN LOWCHART OR AIC MANUAL O TEEL CONTRUCTION, NINTH EDITION APPENDIX B BEARING TIENER AND TRANVERE TIENER DEIGN HEN-YEH CHEN, PH.D. Aug, 1995 All Righs Reserve. No pr o his ook my e reprouce or commercil purpose, in ny orm or y ny mens, ihou permission in riing rom he uhor.

DICLAIMER AND COPYRIGHT NOTICE The uhor mkes no rrny o ny kin, expresse or implie, ih regr o ny ex, he lgorihms n he progrm conine in his ook. The uhor shll no e relile in ny even or incienl or consequenil mges in connecion ih, or rising ou o, he urnishing, perormnce, or use o his ex, lgorihms n progrms. You my isriue his ocumenion or eucionl purpose, provie h none o he ex in his ocumenion hs een moiie or elee. This inclues, u no limie o, cover pge, isclimer n copyrigh noice n ll remining pges. or commercil usge o his ocumenion, he reer shoul conc he uhor irecly or eils. I you use ny inormion in his ocumenion, you nee o reer o his ocumenion, or he olloing reerence -Y. Chen, Decemer 1997, Using Geneic Algorihms or he Opiml Design o rucurl ysems, Disserion or Docor o Philosophy, Deprmen o Civil Engineering, Arizon e Universiy.

BEARING TIENER iuions When Bering ieners Are Require (ee igure AD01.em) 1. P I N > 0. 15, n 0. 4 yc, pir o sieners shoul e provie opposie o ension lnge, o preven Locl lnge Bening. I (K1-) n (K1-) re sisie, n R is in compression, sieners mus e provie o preven Locl We Yieling. I (K1-4) n (K1-5) re sisie, n R is in compression, sieners mus e provie such h k ' >, o preven We Crippling (igure AD04.em). 4. When R is on one lnge, n (K1-6) n (K1-7) re sisie, n R is in compression, sieners mus e provie such h k ' > o preven iesy We Buckling (igure AD04.em). 4100 yc 5. When R is on oh lnge, n ( k) >, siener or pir o siener shoul e provie opposie o he P compression lnge, such h k ' >, o preven compression Buckling o he We 6. I he ousie ce o he lnge is connece o noher em or ering momen, (K1-9) mus e sisie, u i is NOT necessry o exen k ', such h k ' >. (ee igure AD0.em)

pecil requiremen or Designing Bering ieners (igure AD01.em, AD0.em) 1. or coniions,, 4, 5, 6 ove, (J8-1) mus e sisie. or coniions, 4, 5 ove, [pec K1.8] mus e sisie. or coniions 1, 5, 6, he olloing coniions mus e sisie. 1 1 * 1 1 + or + (Wih o he Momen Connecion Ple). 1 1 c. ieners ele o e o he column shoul e size o crry he orce (in he siener) cuse y unlnce momens Oher Equions or Bering ieners (Menione Aove) (K1-) hen R, (K1-) hen R <, (K1-4) hen R, R > 0.66 y ( N + 5k) R > 0.66 y ( N +.5k ) R > 67.5 1 + N N (K1-5) hen R <, R > 4 1+ here is yieling sress o em e y 1.5 1.5 y y

(K1-6) c c 6800 hen <., n he lnge is gins roion n R > 1 + 0.4 l h l (K1-7) c c 6800 hen < 1. 7, n he lnge is NOT gins roion n R > 0.4 l h l. = k, l =unrce lengh o lnge c c c. I he lnge is gins roion n., or he lnge is NOT gins roion n 1. 7, hen l l coniion 4 nee no e checke. (K1-1) & (K1-8) yc column yieling sress 5 I he orce is ue o e n live lo only P = (orce elivere y he lnge or momen connecion) (J8-1) I he orce is ue o e n live lo in conjuncion ih in or erhquke R ' 0.9 y P (AIC 1978 1.5.1.5.1, Tex 675) 4 = (orce elivere y he lnge or momen connecion)

[pec K 1.8] (K1-9) hen hen A s R + m P, ih k l = 0. 75h (igure AD05.em) R < m= 1 R m= 5 yc ys ( + 5k) A s = ' ys =iener yieling sress

TRANVERE TIENER iuions When Trnsverse ieners Are Require (igure AD0.em) h When > 60 n 1.. >, sieners re require, such h v 60 h h * v v here v n <. 0 h * v = v h (5-1)

M N ' ' R R * k' k Bering ieners Ousie o he lnge connece o noher em or ering momen igure AD01.em igure AD0.em

h We her Yieling Trnsverse iener igure AD0.em Brce Brce We Crippling iesy We Buckling igure AD04.em

ieners m We lnge [pec K1.8] Minimum Are Requiremen or Bering ieners igure AD05.em