Bentley 2006 Manual Do Utilizador
2.3.7 Torsion per Publication T114
2 - 9
2.3.8 Design of Web Tapered Sections
11
2.3.9 Slender compression elements
11
2.4 Design Parameters
11
2.5 Code Checking
18
2.6 Member Selection
19
2.6.1 Member Selection by Optimization
20
2.6.2 Deflection Check With Steel Design
20
2.7 Truss Members
20
2.8 Unsymmetric Sections
21
2.9 Composite Beam Design as per AISC-ASD
21
2.10 Plate Girders
23
2.11 Tabulated Results of Steel Design
23
2.12 Weld Design
26
2.13 Steel Design per AASHTO Specifications
29
2.14 Steel Design per AISC/LRFD Specification
56
2.14.1 General Comments
56
2.14.2 LRFD Fundamentals
57
2.14.3 Analysis Requirements
58
2.14.4 Section Classification
59
2.14.5 Axial Tension
59
2.14.6 Axial Compression
60
2.14.7 Flexural Design Strength
61
2.14.8 Combined Axial Force And Bending
61
2.14.9 Design for Shear
61
2.14.10 Design Parameters
62
2.14.11 Code Checking and Member Selection
64
2.14.12 Tabulated Results of Steel Design
65
2.14.13 Composite Beam Design per the American LRFD
3rd edition code
66
2.15 Design per American Cold Formed Steel Code
73
2.16 Castellated Beams
2 - 82
Section 3 American Concrete Design
3 -
3.1 Design Operations
3 - 1
3.2 Section Types for Concrete Design
2
3.3 Member Dimensions
2
3.4 Design Parameters
3
3.5 Slenderness Effects and Analysis Consideration
6
3.6 Beam Design
7
3.6.1 Design for Flexure
7
3.6.2 Design for Shear
8
3.6.3 Design for Anchorage
8
3.6.4 Description of Output for Beam Design
9
3.6.5 Cracked Moment of Inertia – ACI Beam Design
12
3.7 Column Design
13
3.8 Designing elements, shear walls, slabs
18
3.8.1 Element Design
3 - 18