Sách cho CIVIL Engineering - mỗi tuần 1 cuốn

[nhim4mat2006]

Structural Design - AISC Design Guides
AISC Design Guide 01 : Base Plate and Anchor Rod Design

base-plate-and-anchor
Column base plate connections are the critical interface between the steel structure and the foundation. These connections are used in buildings to support gravity loads and function as part of lateral-load-resisting systems. In addition, they are used for mounting of equipment and in outdoor support structures, where they may be affected by vibration and fatigue due to wind loads.
Base plates and anchor rods are often the last structural steel items to be designed but are the first items required on the jobsite. The schedule demands along with the problems that can occur at the interface of structural steel and reinforced concrete make it essential that the design details take into account not only structural requirements, but also include consideration of constructability issues, especially anchor rod setting procedures and tolerances. The importance of the accurate placement of anchor rods cannot be over-emphasized. This is the one of the key components to safely erecting and accurately plumbing the building.

http://www.ziddu.com/download/331251...2ndEd.pdf.html

AISC Design Guide 02 : Steel and Composite Beams with Openings

Height limitations are often imposed on multistory buildings based on zoning regulations, economic requirements and esthetic considerations, including the need to match the floor heights of existing buildings. The ability to meet these restrictions is an important consideration in the selection of a framing system and is especially important when the framing system is structural steel. Web openings can be used to pass utilities through beams and, thus, help minimize story height. A decrease in building height reduces both the exterior surface and the interior volume of a building, which lowers operational and maintenance costs, as well as construction costs. On the negative side, web openings can significantly reduce the shear and bending capacity of steel or composite beams.

http://ifile.it/d3kpan6 - Updated version

AISC Design Guide 03 : Serviceability Design Considerations for Steel Buildings

Serviceability is defined in the AISC Specification as “a state in which the function of a building, its appearance, maintainability, durability, and comfort of its occupants are preserved under normal usage”. Although serviceability issues have always been a design consideration, changes in codes and materials have added importance to these matters.
The shift to a limit-states basis for design is one example. Since 1986, both the AISC LRFD and AISC ASD Specifications have been based upon the limit-states design approach in which two categories of limit states are recognized: strength limit states and serviceability limit states. Strength limit states control the safety of the structure and must be met. Serviceability limit states define the functional performance of the structure and should be met.

http://www.ziddu.com/download/331419...ition.pdf.html

AISC Design Guide 4 : Extended End-Plate Moment Connections

A typical moment end-plate connection is composed of a steel plate welded to the end of a beam section with attachment to an adjacent member using rows of fully tensioned high-strength bolts. The connection may join two beams (splice plate connection) or a beam and a column. end-plate moment connections are classified as either flush or extended, with or without stiffeners, and further classified depending on the number of bolts at the tension flange. A flush connection is detailed such that the end plate does not appreciably extend beyond the beam flanges and all bolts are located between the beam flanges. Flush end-plate connections are typically used in frames subject to light lateral loadings or near inflection points of gable frames. An extended connection is detailed such that the end plate extends beyond the tension flange a sufficient distance to allow a location of bolts other than between the beam flanges. Extended end plates may be used with or without a stiffener between the end plate and the tension beam flange in the plane of the beam web. Extended end plates are used for beam-to-column moment connections.

http://www.ziddu.com/download/348073...ition.pdf.html

AISC Design Guide 5 : Low- and Medium- Rise Steel Buildings

A few basic design rules for economy will be presented herein. These rules should be considered in the conceptual phase in the design of a project. There are, of course, many other considerations, but these suggestions are simple and can help in producing a good economical design.
The cost of a filler beam and/or girder beam simply consists of the cost of the mill material, the cost of fabrication, and the cost of erection. The cost of fabrication and erection for a single beam is essentially the same for a heavy beam or a light beam. The real savings for a light member compared to a heavier one is simply the difference in the cost of the mill material. Thus, beams should be spaced as far apart as practical to reduce the number of pieces which must be fabricated and erected.

http://www.ziddu.com/download/357559...dings.pdf.html

AISC Design Guide 06 : Load and Resistance Factor Design of W-Shapes

Structural members comprised of steel shapes in combination with plain or reinforced concrete have been utilized by engineers for many years. Early structures simply took advantage of the protection that the concrete afforded to the steel shapes for resistance to fire and corrosion. But research on the strength of such members was conducted in the early 1900s,1 and design provisions were formulated by 1924.2 More recently, with the advent of modern composite frame construction in high rise buildings, engineers developed new rational methods to take advantage of the stiffening and strengthening effects of concrete and reinforcing bars on the capacity of encased steel shapes.
This Guide presents design tables for composite columns, developed under the sponsorship of the American Institute of Steel Construction (AISC) as an aid to the practicing structural engineer in the application of the AISC Load and Resistance Factor Design (LRFD) Specification for Structural Steel Buildings.3 The information presented supplements that found in the AISC LRFD Manual.4 Background on the LRFD criteria for composite columns may be found in References 5 and 6. Engineers interested in Allowable Stress Design (ASD) are encouraged to consider the procedure developed previously by the Structural Stability Research Council (SSRC).7 The SSRC procedure is not presently included in the AISC ASD Specification

http://www.ziddu.com/download/357564...crete.pdf.html

AISC Design Guide 07 : Industrial Buildings Roofs to Anchor Rods

AISC Design Guide 7 Industrial Buildings has been updated to its second edition. The guide is authored by Dr. James Fisher, Vice-President of Computerized Structural Design, and Chairman of the AISC Committee on Specifications. The updated guide provides complete coverage of structural considerations encountered in the design of conventional industrial buildings. The guide specifically addresses: Crane support Roof systems Roof truss framing Wall system design and support Framing schemes and systems Bracing systems Column anchorage Serviceability criteria and Fatigue concerns for crane supports

http://www.ziddu.com/download/357604...ition.pdf.html

AISC Design Guide 08 : Partially Restrained Composite Connections

Partially restrained connections, referred to as PR connections in the LRFD provisions1 and Type 3 connections in the ASD provisions,2 have been permitted by the AISC Specifications since 1949. With some notable exceptions, however, this type of connection has not received widespread application in practice due both to (a) the perceived complexity of analysis required, and (b) the lack of reliable information on the moment-rotation characteristics of the connections as required by design specifications. The notable exceptions involve specific types of connections that have been demonstrated, through experience in the field and extensive analytical work,3,4 to provide equivalent response under design conditions to that of rigid connections. The Type 2 or "wind" connections allowed under the ASD provisions are a good example of this approach. In these cases the specification essentially prequalifies a simple connection under gravity loads as a rigid connection under lateral loads. In reality, of course, these connections are neither fully rigid (FR) nor simple but partially restrained (PR). The code uses this artifice to simplify the analysis and design, but requires a guaranteed rotational and strength capacity from these connections.

http://www.ziddu.com/download/357639...tions.pdf.html

AISC Design Guide 09 : Torsional Analysis Of Structural Steel Members

This design guide is an update to the AISC publication Torsional Analysis of Steel Members and advances further the work upon which that publication was based: Bethlehem Steel Company's Torsion Analysis of Rolled Steel Sections (Heins and Seaburg, 1963). Coverage of shapes has been expanded and includes W-, M-, S-, and HP-Shapes, channels (C and MC), structural tees (WT, MT, and ST), angles (L), Z-shapes, square, rectangular and round hollow structural sections (HSS), and steel pipe (P). Torsional formulas for these and other non-standard cross sections can also be found in Chapter 9 of Young (1989).
Chapters 2 and 3 provide an overview of the fundamentals and basic theory of torsional loading for structural steel members. Chapter 4 covers the determination of torsional stresses, their combination with other stresses, Specification provisions relating to torsion, and serviceability issues. The design examples in Chapter 5 illustrate the design process as well as the use of the design aids for torsional properties and functions found in Appendices A and B, respectively. Finally, Appendix C provides supporting information that illustrates the background of much of the information in this design guide.

http://www.ziddu.com/download/399679...mbers.pdf.html
ERRATA: http://ifile.it/dr0oe1j

AISC Design Guide 10 : Erection Bracing Of Low-Rise Structural Steel Buildings

This guide is written to provide useful information and design examples relative to the design of temporary lateral support systems and components for low-rise buildings. For the purpose of this presentation, low-rise buildings are taken to have the following characteristics:
(1) Function: general purpose structures for such uses as light manufacturing, crane buildings, warehousing, offices, and other commercial and institutional buildings.
(2) Proportions:
a. height: 60 feet tall or less.
b. stories: a maximum of two stories.

http://www.ziddu.com/download/399695...dings.pdf.html
ERRATA: http://ifile.it/s1vyei6

AISC Design Guide 11 : Floor Vibrations Due To Human Activity

The primary objective of this Design Guide is to provide basic principles and simple analytical tools to evaluate steel framed floor systems and footbridges for vibration serviceability due to human activities. Both human comfort and the need to control movement for sensitive equipment are considered. The secondary objective is to provide guidance on developing remedial measures for problem floors.

http://www.ziddu.com/download/399723...ivity.pdf.html

AISC Design Guide 12 : Modification Of Existing Welded Steel Moment Frame Connections For Seismic

The January 17, 1994 Northridge Earthquake caused brittle fractures in the beam-to-column connections of certain welded steel moment frame (WSMF) structures (Youssef et al. 1995). No members or buildings collapsed as a result of the connection failures and no lives were lost. Nevertheless, the occurrence of these connection fractures has resulted in changes to the design and construction of steel moment frames. Existing structures incorporating pre-Northridge1 practices may warrant re-evaluation in light of the fractures referenced above. The work described herein addresses possible design modifications to the WSMF connections utilized in pre- Northridge structures to enhance seismic performance.

http://www.ziddu.com/download/399730...ismic.pdf.html

[nhim4mat2006]

AISC Design Guide 13 : Stiffening Of Wide-Flange Column At Moment Connections

AISC Design Guide 13 covers the determination of design strength and stiffness for unreinforced wide-flange columns at locations of strong-axis beam-to-column moment connections, as well as the design of column stiffening elements, such as trans-verse stiffeners (also known as continuity plates) and web doubler plates, when the unreinforced column strength and/or stiffness is inadequate. Recommendations for economy are included in both cases.

http://www.ziddu.com/download/399754...tions.pdf.html

AISC Design Guide 14 : Staggered Truss Framing Systems

The staggered-truss framing system, originally developed at MIT in the 1960s, has been used as the major structural system for certain buildings for some time. This system is efficient for mid-rise apartments, hotels, motels, dormitories, hospitals, and other structures for which a low floor-to-floor height is desirable. The arrangement of story-high trusses in a vertically staggered pattern at alternate column lines can be used to provide large column-free areas for room layouts as illustrated in Fig. 1.1. The staggered-truss framing system is one of the only framing system that can be used to allow column-free areas on the order of 60 ft by 70 ft. Furthermore, this system is normally economical, simple to fabricate and erect, and as a result, often cheaper than other framing systems.

http://www.ziddu.com/download/399759...stems.pdf.html

AISC Design Guide 15 : Rehabilitation And Retrofit Guide

Reference data for wrought iron and steel shapes that have been discontinued beginning with shapes produced in 1873. AISC Design Guide 15 provides a historical review of the ASTM material standards beginning in 1900 and of AISC specifications from 1923 forward. It describes how existing structural systems can be enhanced for increased strength and stiffness. AISC Search Utility for Structural Steel Shapes 3.1 is included with this Design Guide.

http://www.ziddu.com/download/399840...Guide.pdf.html

AISC Design Guide 16 : Flush And Extend Multiple-Row Moment End-Plate Connections

Design Guide 16 covers the design of flush and extended multiple row moment end-plate connections. The text includes a review of the uses and classifications of moment end-plate connections, general end-plate connection design procedures, and specific procedures for flush end-plate design, extended end-plate design,and gable frame panel zone design.

http://www.ziddu.com/download/399844...tions.pdf.html

There are two principal types of fasteners used in contemporary fabricated steel structures—bolts and welds. Both are widely used, and sometimes both fastening types are used in the same connection. For many connections, it is common to use welds in the shop portion of the fabrication process and to use bolts in the field. Welding requires a significant amount of equipment, uses skilled operators, and its inspection is a relatively sophisticated procedure. On the other hand, bolts are a manufactured item, they are installed using simple equipment, and installation and inspection can be done by persons with only a relatively small amount of training.

http://www.ziddu.com/download/399857...Bolts.pdf.html

AISC Design Guide 18 : Steel-Framed Open-Deck Parking Structures

This text provides designers with a complete introductory reference for the design of steel-framed, open-deck parking structures. The 2003 Edition of AISC's Design Guide 18 focuses on the design of deck and framing systems, fire protection, and corrosion protection for parking structures.

http://www.ziddu.com/download/399869...tures.pdf.html

AISC Design Guide 19 : Fire Resistance Of Structural Steel Framing

An important objective of building codes and regulations is to provide a fire-resistive built environment. Thus, building fire safety regulations contain numerous provisions including directives for the minimum number of exits, the maximum travel distances to exits, minimum exit widths, fire compartment requirements, fire detection and suppression mandates, and the protection of structural members in buildings. The focus of this design guide is the fire protection of structural steel framing systems. The guide is arranged such that important information for fire protection design, including that for building codes and test standards, is repeated within the design chapters to allow them to function as self-containing, stand-alone sections.

http://www.ziddu.com/download/399895...aming.pdf.html

AISC Design Guide 20 : Steel Plate Shear Walls

Design Guide 20 addresses the history and design of steel plate shear walls. The guide includes design procedures and design examples for steel plate shear walls in both high-seismic and R = 3 applications. The design guide has been developed in accordance with ASCE 7-05 (Minimum Design Loads for Buildings and Other Structures), ANSI/AISC 360-05 (Specification for Structural Steel Buildings), and ANSI/AISC 341-05 (Seismic Provisions for Structural Steel Buildings). Analytical and capacity-design methods presented in this design guide can be utilized with either LRFD or ASD load combinations. Only the LRFD method is used in the design examples.

http://ifile.it/vex1dpg

AISC Design Guide 21 : Welded Connections

Design Guide 21 provides a complete overview of topics related to structural welding, including selection of weld types, weld design, metallurgy, weld repair, distortions, weld procedure specifications, thermal cutting, quality, inspection, seismic considerations, economy, and safety.

http://ifile.it/nw9ijky

AISC Design Guide 23 : Constructability of Structural Steel Buildings

Constructability as a design concept can be the initial step in the integration of the process of steel design, fabrication and installation, and will enable the design professional to develop creative solutions and bring enhanced value to the client. Design Guide 23 outlines the fundamentals of constructability and offers suggestions on implementation of the concept. The design guide discusses constructability as a design philosophy that positions the structural engineering profession to be a continuing asset to the construction community through the integration of planning, design and construction throughout the concept development, design/BIM and construction processes. Specific areas that are covered relative to constructability include: early involvement, the design process, issues related to the structural steel framing, detailing and fabrication, steel erection, and special constructability issues (e.g., anchorage to concrete, camber, and tolerances).

http://ifile.it/qlfmsvy

[nhim4mat2006]

Silos: Fundamentals of theory, behaviour and design
By Chris J. Brown

* Publisher: Taylor & Francis
* Number Of Pages: 856
* Publication Date: 1998-06-18
* ISBN-10 / ASIN: 0419215808
* ISBN-13 / EAN: 9780419215806

Description:
Bringing together the leading European expertise in behaviour and design of silos, this important new book is an essential reference source for all concerned with current problems and developments in silo technology. Silos are used in an enormous range of industries and the handling characteristics of many industrial materials require different approaches for successful, economical installations. For the first time, the many approaches taken by specialists in different fields are brought together in a unified way so that common problems can be addressed. This book is the result of a four year European project - Concerted Action - Silos - funded under the Brite Euram programme which has involved over 100 expert engineers and researchers from all over Europe, in seven working groups.

http://ifile.it/k01gqsy
password: gigle.ws

[nhim4mat2006]

Application of Stress-Wave Theory to Piles: Quality Assurance on Land and Offshore Piling
By J. Beim, S. Niyama

* Publisher: Taylor & Francis
* Number Of Pages: 800
* Publication Date: 2000-01-01
* ISBN-10 / ASIN: 9058091503
* ISBN-13 / EAN: 9789058091505

Description:
This work collates the topics discussed in the sixth International Conference on land and offshore piling. It covers topics such as: wave mechanics and its application to pile mechanics; driving equipment and developments; and pile integrity and low strain dynamic testing.

http://rapidshare.com/files/21728105...__gigle.ws.rar
or
http://ifile.it/xbjrw8n
password: gigle.ws

[mono_poly]

Co bac nao co quyen sach "Frozen ground engineering" By Orlando B. Andersland, Branko Ladanyi, American Society of Civil Engineers.

Hoac co quyen nao noi ve Frost Action thi gioi thieu cho minh biet voi nhe.


Cam on nhieu

[ambition541986]

Các huynh ơi !! ai có tài liệu hay đã từng làm 1 số công trình có dạng chữ Y chữ L chữ T giải quyết vấn đề hệ số khí động lên các bề mặt nhà có hình dạng kiểu này không ạ !! Mong các bác giúp đỡ cho em với ạ

[nhim4mat2006]

Design of Reinforced Concrete
By Jack C. McCormac

* Publisher: Wiley
* Number Of Pages: 736
* Publication Date: 2005-08-05
* ISBN-10 / ASIN: 047176132X
* ISBN-13 / EAN: 9780471761327

Product Description:

With this bestselling book, readers will quickly gain a better understanding of the fundamentals of reinforced concrete design. The author presents a thorough introduction to the field, covering such areas as theories, ACI Code requirements, and the design of reinforced concrete beams, slabs, columns, footings, retaining walls, bearing walls, prestressed concrete sections, and framework. Numerous examples are also integrated throughout the chapters to help reinforce the principles that are discussed.

58 MB rared pdf, splitted in 3 parts
part 1: 23840 KB
http://ifile.it/gtchk47/mccormac_j.c...2006.part1.rar
part 2: 23840 KB
http://ifile.it/ua6t9x3/mccormac_j.c...2006.part2.rar
part 3: 10580 KB
http://ifile.it/g0cliq4/mccormac_j.c...2006.part3.rar

[nhim4mat2006]

Integral abutments for prestressed beam bridges
By B. A Nicholson

* Publisher: Prestressed Concrete Association
* Number Of Pages: 83
* Publication Date: 1998
* ISBN-10 / ASIN: 0950034770
* ISBN-13 / EAN: 9780950034775

Description
The aim of this report is to set out a logical design philosophy for integral bridges, with emphasis on the abutments. The guide only refers to construction using precast prestressed bridge beams, but, many of the recommendations are applicable to other forms of construction

http://ifile.it/04frmpn

[nhim4mat2006]

Construction Methods and Planning
By J. R. Illingworth

* Publisher: Routledge
* Publication Date: 2000-02-01
* ISBN-10 / ASIN: 0203478576
* ISBN-13 / EAN: 9780203478578

Description
This new edition of John Illingworth's popular book provides a thorough introduction to the selection of construction methods, their planning and organization on site. Thoroughly revised and updated, Construction Methods and Planning takes a practical, down-to-earth approach and features numerous examples and illustrations taken from real situations and sites. In Part One, the main factors which determine the planning of construction methods - site inspections, the site itself, temporary works, design, cost concepts and selection of plant and methods - are discussed. In Part Two, the application of these tools is presented, covering foundations and basements, in situ and precast concrete structures, steel frames, cladding, internal and external works, waste, methods statements, contract planning control and claims. The author provides an extension of the concept of 'buildability' and new chapters on facade retention and the refurbishment of domestic accommodation.

http://ifile.it/q1tdmsh
password: gigle.ws

[nhim4mat2006]

2009 International Fire Code
by International Code Council

* Publisher: CENGAGE Delmar Learning - DIST
* Number Of Pages: 480
* Publication Date: 2009-04-10
* ISBN-10 / ASIN: 1580017290
* ISBN-13 / EAN: 9781580017299

Description:
Get up-to-date on the critical regulations governing the safeguarding of life and property from all types of fire and explosion hazards with the 2009 International Fire Code®. This newly updated resource is the ultimate reference guide for addressing fire safety in both new and existing buildings. Using prescriptive- and performance- based approaches, this guide includes coverage of general precautions against fire, emergency planning and preparedness, fire department access, fire hydrants, automatic sprinkler systems, fire alarm systems, and hazardous materials storage and use.

http://ifile.it/i257pm8/internationa...code__2009.rar

[mono_poly]

Nguyên văn bởi nhim4mat2006

Design of Reinforced Concrete
By Jack C. McCormac

* Publisher: Wiley
* Number Of Pages: 736
* Publication Date: 2005-08-05
* ISBN-10 / ASIN: 047176132X
* ISBN-13 / EAN: 9780471761327

Product Description:

With this bestselling book, readers will quickly gain a better understanding of the fundamentals of reinforced concrete design. The author presents a thorough introduction to the field, covering such areas as theories, ACI Code requirements, and the design of reinforced concrete beams, slabs, columns, footings, retaining walls, bearing walls, prestressed concrete sections, and framework. Numerous examples are also integrated throughout the chapters to help reinforce the principles that are discussed.

58 MB rared pdf, splitted in 3 parts
part 1: 23840 KB
http://ifile.it/gtchk47/mccormac_j.c...2006.part1.rar
part 2: 23840 KB
http://ifile.it/ua6t9x3/mccormac_j.c...2006.part2.rar
part 3: 10580 KB
http://ifile.it/g0cliq4/mccormac_j.c...2006.part3.rar

Thanks bac nhe. Cuon nay cua bac scan ro net. Well done bac ah

[mono_poly]

Nguyên văn bởi mono_poly

Co bac nao co quyen sach "Frozen ground engineering" By Orlando B. Andersland, Branko Ladanyi, American Society of Civil Engineers.

Hoac co quyen nao noi ve Frost Action thi gioi thieu cho minh biet voi nhe.


Cam on nhieu

Bac nhim4mat2006 neu co thoi gian thi tim gium cuon o tren voi nhe, minh cung search roi ma chua thay. Tren google book co cho view chung to la no da co file pdf, nhung chua tim ra.
Cam on bac truoc.

[mono_poly]

Cai nay moi ra day, cac bac nghien cuu nhe
http://www.4shared.com/file/10864268.../IBC_2009.html

[mono_poly]

http://www.4shared.com/file/10742298...Code_2009.html

[mono_poly]

http://www.4shared.com/file/10741729...ode__2009.html

[nhim4mat2006]

Nguyên văn bởi mono_poly

Bac nhim4mat2006 neu co thoi gian thi tim gium cuon o tren voi nhe, minh cung search roi ma chua thay. Tren google book co cho view chung to la no da co file pdf, nhung chua tim ra.
Cam on bac truoc.

Quyển của bác là hàng độc, tôi không tìm thấy.

[mono_poly]

Nguyên văn bởi nhim4mat2006

Quyển của bác là hàng độc, tôi không tìm thấy.

Cam on bac nhim da bo thoi gian tim gium minh nhe.

Cheer!

[nhim4mat2006]

Shallow Foundations: Bearing Capacity and Settlement, Second Edition
By Braja M. Das

* Publisher: CRC
* Number Of Pages: 334
* Publication Date: 2009-02-23
* ISBN-10 / ASIN: 1420070061
* ISBN-13 / EAN: 9781420070064

Description:
Considered the standard engineering reference on shallow foundations, this edition strengthens that position. Completely reworked and written by one of the top men in the field, it covers all the latest developments and approaches. Equally valuable to researchers and designers as it is to engineering students, this resource updates data and provides revised theories on the ultimate and allowable bearing capacities of shallow foundations. It adds refinements to a number of unique circumstances such as foundations on soil with geogrid reinforcement as well as bearing capacity relationships for shallow foundations subjected to eccentric and inclined loads. It also covers advances in reinforcement materials.

http://ifile.it/9r7hx6o
http://rapidshare.com/files/238616323/1420070061.rar
http://depositfiles.com/files/b2tnpt4gt

[nhim4mat2006]

Slim Floor Design and Construction
By D.L. Mullett


* Publisher: Steel Construction Institute,The
* Number Of Pages: 168
* Publication Date: 1992-01
* ISBN-10 / ASIN: 1870004698
* ISBN-13 / EAN: 9781870004695

Description:
Presents a method of design for slim floor construction comprising steel beams and concrete slabs located within the depth of the beams. The design procedures are in accordance with BS 5950: Parts 1 and 3 for unpropped simply supported beams with uniformly distributed loading. Design charts and explanation of their use are included, together with three fully worked examples illustrating the design method

http://ifile.it/b6cnguy

[nhim4mat2006]

Design of Composite Slabs and Beams with Steel Decking
By R.M. Lawson


* Publisher: Steel Construction Institute,The
* Number Of Pages: 128
* Publication Date: 1989-07
* ISBN-10 / ASIN: 1870004396
* ISBN-13 / EAN: 9781870004398

Description:
Presents a method of design consistent with BS 5950: Part 1 and Part 3.1 for simply supported composite beams as used in buildings. A total of 71 design tables for both uniform and point load cases is included to aid selection of steel beam sizes depending on span and loading, depth of the concrete slab, and shape of the deck profile used. A worked example illustrates the design of a typical composite beam.

http://ifile.it/x49wva0
http://rapidshare.com/files/23830062...site_slabs.rar