Steel Design (Activate Learning with these NEW titles from Engineering!) - 6th Edition - by Segui, William T. - ISBN 9781337094740

Steel Design (Activate Learning with th...
6th Edition
Segui, William T.
Publisher: Cengage Learning
ISBN: 9781337094740

Solutions for Steel Design (Activate Learning with these NEW titles from Engineering!)

Book Details

Introduce the fundamentals of structural steel design with Segui's market-leading STEEL DESIGN, 6th Edition. Rather than focus on the integrated design of buildings, STEEL DESIGN takes a unique approach by emphasizing the design of members and their connections. This book is designed to give you the flexibility to easily teach LRFD (Load and Resistance Factor Design), ASD (Allowable Stress Design), or both, as your time-permits. This best-selling textbook encourages the application of fundamental principles for design procedures as well as for practical design, all the while blending in a strong theoretical approach to enhance student development. While the book is ideal for junior-and senior-level engineering students, later chapters can also be used in graduate courses. Even practicing engineers will find this text to be a useful resource for reviewing current standards. Instead of focusing on the integrated design of buildings, the author emphasizes the design of members and their connections.

Sample Solutions for this Textbook

We offer sample solutions for Steel Design (Activate Learning with these NEW titles from Engineering!) homework problems. See examples below:

Given information: Dead load, DL=180 kips Live load, LL=320 kips Length of the column,L=28 ft W...Calculation: calculate the ratio of column stiffness to girder at each and column AB by using the...Given information: Given compression member is : Calculation: Calculate the factored load by LRFD by...Given: A flexural member is fabricated from two flange plates 12 ×712 and a web plate 38 ×17. The...Given: An unsymmetrical flexural member consists of a 12×12 top flange, a 12×7 bottom flange, and a...Given information: A W 10X 77 has continuous lateral support. The load P is a service live load and...Given: Fy = 36 ksi Formula used: Lp=1.76 ryEFy Lpis unbraced length in an inelastic behavior...Given: A992 steel Formula used: Mn=Cb[Mp−(Mp−0.7FySx)(Lb−LpLr−Lp)]≤Mp Mn is nominal moment strength...Given: A truss with a roof system supporting a total gravity load of 40 psf of roof surface, half...Given: Total gravity load = 40 psf of roof surface W6×12 of A992 steel Formula used: Lp=1.76 ryEFy...Given: The load is 250 kips. The length of member is 14 feet. The value of kx and ky are 1.0 and...Given: The axial load is 92 kips. The length of the column is 16 ft. The moment at top in...Given: The axial load is 80 kips. The dead load is the 25% of the axial load. The live load is the...Given: Tension member is PL12×6. Thickness of the gusset plate is 38 inch. Diameter of the bolts is...Given: Tension member is PL12×612 Steel Used is A36. Thickness of gusset plate is 58 inch. Diameter...Given: Tension member is L6×312×12. Steel Used is A36. Thickness of gusset plate is 38 inch....Given: Steel used is A36. Thickness of gusset plate is 38 inch. Dead load is 50 kips. Live load is...Given: Calculation: Determine the direct shear components: Px=35(15)=9 kipsPy=45(15)=12...Given data: The live load is 18 kips. The dead load is 40 kips. Concept Used: Write the equation of...Given: A W16×45 beam is connected to a W10×45 column. The 20 number of Group A bolts of diameter...Given: Service dead-load moment = 42 ft-kips Service live-load moment = 104 ft-kips Service...Given: A992 steel for members A36 steel for the end plate Group A pretensioned bolts Formula used:...Given: Dead load = 13 kips Live load = 34 kips Dead load moment = 20 ft-kips Live load moment = 48...Given: A W 18 X 40 floor beam, the 28-day compressive strength of the concrete is fC' 4 ksi,...Given: Thickness of slab, t = 4.5 inches, spacing = 6.5 ft, span length, L = 36 feet, yield stress =...Given: Thickness of slab, t = 5.0 inches, spacing = 7.0 ft, span length, L = 30 feet, yield stress =...Given: Thickness of slab, t = 5.0 inches, spacing = 7.0 ft, span length, L = 30 feet, yield stress =...Given information: Web thickness tw=38inch Depth of web from inside face of flange to inside face of...Given information: Span length L=66ft Uniform dead load wD=1.3kip/ft Uniform live load wL=2.3kip/ft...Given: Span length =100ft Uniformly distributed live load =0.7 kips/ft Superimposed dead load =0.3...

More Editions of This Book

Corresponding editions of this textbook are also available below:

STEEL DESIGN (LOOSELEAF)
6th Edition
ISBN: 9781337400329

Related Civil Engineering Textbooks with Solutions

Still sussing out bartleby
Check out a sample textbook solution.
See a sample solution