Comedian Mark Steel has spent most of his life a committed, signed-up member of the Socialist Workers Party. The Labour Party coming to power in 1997 could have been the start of a new political dawn for Mark and for Britain. But instead, big business and war-mongering thrived under New Labour, and in many ways the working class seemed to become more marginalised. Petty bickering and in-fighting racked the SWP, numbers dwindled horribly, socialism became a dirty word and Mark Steel began to think the unthinkable . . . do I really want to belong to this rabble anymore? At the same time, entering his forties, Mark's personal life began to disintegrate. Spending many sleepless nights on the sofa, watching inane cable TV into the early hours of the morning, Mark asked himself the question, 'What is Going On?' In a book that goes right to the heart of Britain and the problems it suffers today, Mark wonders why over a million people marching in London couldn't stop the war in Iraq, why supermarkets are killing the small town centres of Britain and why George Galloway went on Celebrity Big Brother destroying any political credibility he may have had in the blink of a cat's eye. Bitingly funny, poignant, sharply observed and very much of the moment, this is Mark Steel at his brilliantly intelligent best.
For most of us, the French Revolution has been reduced to jokes about Marie-Antoinette, guillotines and the Scarlet Pimpernel. But for Mark Steel, bestselling author of REASONS TO BE CHEERFUL, the French Revolution was one of the most inspirational moments in human history - a moment when ordinary people changed the world and became extraordinary. It deserves better jokes than that. In this revolutionary new book, Steel banishes stuffiness from history, telling us what happened in France between the storming of the Bastille and the rise of Napoleon, bringing to life the people who made them happen. His account is dominated by bizarre events and splendid characters, from the famously odd Robespierre, Danton and Thomas Paine, to the less well known Drouet, the local postman who arrested the fleeing King because he recognised him as the man off of the money. VIVE LA REVOLUTION is an uproariously serious work of history - brilliantly funny and insightful, it puts the peculiarity of individual people back at the centre of the story.
Making Steel chronicles the rise and fall of American steel by focusing on the fateful decisions made at the world's once largest steel mill at Sparrows Point, Maryland. Mark Reutter examines the business, production, and daily lives of workers as corporate leaders became more interested in their own security and enrichment than in employees, community, or innovative technology. This edition features 26 pages of photos, an author's preface, and a new chapter on the devastating effects of Bethlehem Steel's bankruptcy titled "The Discarded American Worker.
Authored by Pittsburgh Steelers color analyst and former All-Pro tackle Tunch Ilkin and leadership authority Damian Williams, Forged in Steel examines the seven time-tested leadership principles practiced by the Steelers: Inspiring Standards, Contagious Humility, Servant Leadership, Strategic Team Making, Passionate Execution, Continuous Improvement and Mental Toughness
Steelwork offers the opportunity for architectural expression, as well as being structurally versatile and adaptable material. Good detailing is vital because it affects structural performance, costs, buildability and, perhaps most importantly, appearance. Whilst the choice of the structural form is often the province of the structural engineer, architects should have a broad appreciation of the factors leading to the selection of the structure and its details. Traditionally, most detailing of connections is the responsibility of the steelwork fabricator, but for exposed steelwork, detailing is of much more interest to the architect, as it impacts on the aesthetics of the structure. In this respect it is important that designers appreciate the common fabrication and erection techniques which may exert a strong influence on the method and approach to the detailing of modern steelwork in buildings. Architectural Design in Steel is a design guide to the detailing of exposed steelwork in buildings. It is a guide which offers technical guidance and general principles, as well as examples of best practice. It covers all aspects from manufacture to detailing, specification of finishes and fabrication, providing architects, as well as engineers, with essential information to inform the design.
This manual provides a handy, straightforward summary of energy efficient building use. It assumes no prior knowledge of the subject. It looks at building fabric as well as building services. It provides background on building regulations, energy audits, how to calculate the cost effectiveness of new measures and looks at the latest 'green' issues and government tax policies. Why should I buy this book? It summarises the essentials, rather than dealing with complex theory. It is aimed at busy managers. Chapters include: energy efficient buildings; building design - passive environmental controls; building design - active environmental controls; life cycle costing and net saving; conducting energy audits; the economics of 'green' building; useful addresses.
Comprehensive resource on the finite element method in structural steel connection design through verification with AISC 360 provisions Steel Connection Design by Inelastic Analysis covers the use of the finite element method in structural steel connection design. Verification with AISC 360 provisions is presented, focusing on the Component-Based Finite Element Method (CBFEM), a novel approach that provides the global behavior and verification of resistance for the design of structural steel connections. This method is essential for fast and practical design and evaluation of connections with different levels of geometry and complexity. Detailed modeling and verification examples with references to AISC and other relevant publications are included throughout the text, along with roughly 250 illustrations to aid in reader comprehension. Readers of this text will benefit from understanding at least the basics of structural design, ideally through civil, structural, or mechanical engineering programs of study. Written by a team of six highly qualified authors, Steel Connection Design by Inelastic Analysis includes information on: T-stub connections, single plate shear connections, bracket plate connections, beam over column connections, and end-plate moment connections Bolted wide flange splice connections, temporary splice connections, and chevron brace connection in a braced frame Brace connections at beam-column connection in a braced frame and double angle simple beam-to-column connections Semi-rigid beam-to-column connections, covering code design calculations and comparisons, IDEA StatiCa analysis, and ABAQUS analysis Steel Connection Design by Inelastic Analysis is an authoritative reference on the subject for structural engineers, Engineers of Record (EORs), fabrications specialists, and connection designers involved in the structural design of steel connections in the United States or any territory using AISC 360 as the primary design code.
We investigate the issue of model uncertainty in cross-country growth regressions using Bayesian model averaging (BMA). We find that the posterior probability is distributed among many models, suggesting the superiority of BMA over any single model. Out-of-sample predictive results support that claim. In contrast with Levine and Renelt (1992), our results broadly support the more “optimistic” conclusion of Sala-i-Martin (1997b), namely, that some variables are important regressors for explaining cross-country growth patterns. However, the variables we identify as most useful for growth regression differ substantially from Sala-i-Martin’s results.
Vietnam, 1967. America's most daring fighter pilots faced their greatest challenge in a desperate war. Now on his second tour, Major Court Bannister is hunted by a new, more determined breed of enemy and haunted by his brother's shocking act of treason.
The third edition of this successful textbook is concerned specifically with the design of steel structures to the British Standard BS 5950. Thoroughly revised and updated in accordance with the latest 2000 amendment to Part 1 of the standard, it discusses all aspects of the behaviour of steel structures, and criteria used in their design. With copious worked examples, The Behaviour and Design of Steel Structures to BS 5950 is an ideal course textbook for senior undergraduate students, and will also provide a useful reference source for the practising engineer.
Mud, Blood & Cold Steel: The Retreat from Nashville, December 1864 takes a fresh look, for the first time with campaign and battle maps, at the unprecedented and brutal pursuit of the Army of Tennessee by Federal troops following the decisive Battle of Nashville. The non-stop action begins at Compton's Hill and surges 120 miles in ten days over rugged terrain and in horrendous winter conditions to the final showdown between Wilson's blueclad troopers and Forrest's stubborn rearguard. This thrilling tale, written by historian Mark Zimmerman, author of Guide to Civil War Nashville, is told largely in the words of the participants themselves and draws from the research and opinions of other historians and authors. Well-organized chapters help explain the complicated flow of events as they happened. Designed not as a scholarly definitive reference, Mud, Blood & Cold Steel is written for general audiences interested in thrilling American history, as well as for Civil War and military buffs.
Supergirl takes the spotlight in this collection of adventures that prove she is much more than a sidekick! Discover the events that prepare Supergirl to face her past fears and embrace her future. Throughout this collection, witness Supergirl team up with Superman and the Justice League to confront treacherous encounters with some of DC’s most notorious villains, like General Zod, Lex Luthor, and Darkseid. Join the adventure as Kara gets accustomed to life on Earth and fulfills her desire to help the world. Collects Superman Adventures #21, #39, #52, and Justice League Unlimited #7.
The third edition of this successful textbook is concerned specifically with the design of steel structures to the British Standard BS 5950. Thoroughly revised and updated in accordance with the latest 2000 amendment to Part 1 of the standard, it discusses all aspects of the behaviour of steel structures, and criteria used in their design. With copious worked examples, The Behaviour and Design of Steel Structures to BS 5950 is an ideal course textbook for senior undergraduate students, and will also provide a useful reference source for the practising engineer.
The brittle fracture of the Hoan Bridge in December 2000 highlighted the fracture susceptibility of details containing intersecting welds in steel bridges. Though it is now known that details with intersecting welds should be avoided, many existing bridges in Indiana contain details with intersecting welds. Little experimental data on the fatigue performance of these details exists. The purpose of this study was to evaluate the fatigue strength of several details commonly found in steel bridges in Indiana that contain intersecting welds. Large-scale experimental fatigue testing were performed using nine steel beams to study the behavior of three basic types of welded details: a vertical stiffener, a horizontal stiffener terminating near a vertical stiffener, and a horizontal gusset plate coped to fit around a vertical stiffener. The welded details in this study were fabricated with varying degrees of web gap, defined as the distance between perpendicular weld toes. The results of the experimental testing were examined and compared to prior testing to determine if the size of the web gap affected the fatigue strength. Furthermore, the performance of drilled hole retrofits used to extend the fatigue life of these details was studied. Within the scope of the fatigue testing program, the presence of intersecting welds was not found to significantly affect the fatigue strength of vertical stiffener and horizontal gusset details. However, the size of the web gap may have had an effect on the fatigue strength of details where a horizontal stiffener terminated near a vertical stiffener. Further experimental testing is needed to more clearly define the relationship between web gap and fatigue strength for this case. Drilled hole retrofits were successful at prolonging the lives of these details to varying degrees, but it should be noted that the stress redistribution resulting from these holes may cause fatigue cracking at nearby weld toes.
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