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9781580010559

Structural Steel Design: ASD

by
  • ISBN13:

    9781580010559

  • ISBN10:

    1580010555

  • Format: Paperback
  • Copyright: 2001-05-01
  • Publisher: Intl Code Council
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List Price: $59.00

Table of Contents

Preface iii
About the Author v
Design for Flexure
1(28)
Compact, noncompact, and slender sections
1(4)
Bending coefficient
5(3)
Lateral bracing
8(1)
Allowable stress for compact sections bending about the major axis
9(5)
Allowable stress for noncompact sections bending about the major axis
14(3)
Allowable stress for beams bending about the minor axis
17(1)
Biaxial bending
18(3)
Redistribution of bending moments in continuous beams
21(2)
Deflection criteria
23(6)
References
27(2)
Design for Shear and Torsion
29(22)
Shear in beam webs
29(5)
Longitudinal shear in compound girders
34(2)
Block shear
36(2)
Local web yielding
38(2)
Web crippling
40(1)
Sidesway web buckling
41(2)
Design for torsion
43(5)
Combined flexure and torsion
48(3)
References
50(1)
Design of Compression Members
51(46)
Effective length
51(3)
Alignment charts
54(4)
Axially loaded members
58(4)
Stiffness reduction factors
62(2)
Built-up sections
64(3)
Composite columns
67(2)
Combined compression and flexure
69(2)
Secondary bending stresses
71(1)
Trial column section
72(2)
Accurate design procedure
74(3)
Column web shear
77(2)
Local flange bending
79(2)
Compression buckling of the web
81(1)
Stiffener requirements
82(2)
Column base plates: axial load only
84(4)
Column base plates: axial load and bending moment
88(5)
Anchor rods in tension
93(4)
References
96(1)
Plastic Design
97(42)
Plastic hinging
97(1)
Plastic moment of resistance
98(4)
Plastic hinge formation
102(2)
Statical method of design
104(3)
AISC beam design requirements
107(3)
Mechanism method of design
110(3)
Static equilibrium check
113(2)
AISC column design requirements
115(6)
Design of multi-bay, multi-story frames
121(2)
Design of vierendeel girders
123(2)
Design of gable frames
125(3)
Design of grid frameworks
128(3)
Plastic moment distribution
131(2)
Deflections at collapse
133(6)
References
137(2)
Design of Tension Members
139(22)
Plates in tension
139(6)
Rolled sections in tension
145(4)
Design for fatigue
149(2)
Threaded rods in tension
151(1)
Pin-connected plates in tension
152(3)
Design of eyebars
155(3)
Design of gusset plates
158(3)
References
160(1)
Design of Bolted Connections
161(32)
Types of bolts
161(1)
Bearing-type bolts in shear
161(7)
Bearing-type bolts in shear and tension
168(3)
Slip-critical bolts in shear
171(2)
Slip-critical bolts in shear and tension
173(3)
Prying action
176(7)
Bolt group eccentrically loaded in plane of faying surface
183(6)
Bolt group eccentrically loaded normal to the faying surface
189(4)
Design of Welded Connections
193(24)
Weld design strength
193(9)
Balanced welds
202(3)
Weld group eccentrically loaded in plane of faying surface
205(7)
Weld group eccentrically loaded normal to faying surface
212(5)
Plate Girder Design
217(46)
Girder proportions
217(2)
Web plate shear and tension field action
219(4)
Design for shear without tension field action
223(4)
Design of intermediate stiffeners without tension field action
227(3)
Design for shear with tension field action
230(2)
Design of intermediate stiffeners utilizing tension field action
232(3)
Design for flexure without tension field action
235(5)
Design for flexure with tension field action
240(1)
Design of bearing stiffeners
241(4)
Hybrid girders
245(4)
Fabrication of plate girders
249(14)
Composite Construction
263(46)
Section properties
263(9)
Shored construction
272(4)
Unshored construction
276(4)
Shear connection
280(9)
Formed steel deck with ribs perpendicular to beams
289(4)
Formed steel deck with ribs parallel to beams
293(3)
Continuous composite beams
296(2)
Deflection of composite beams
298(5)
Vibration of composite beams
303(6)
References
309

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