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1
Q

φ Strength Reduction Factors

A

ACI 21.2.1 & 21.2.2

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2
Q

β1 Values for Equivalent Rectangular Concrete Stress Distribution

A

ACI 22.2.2.4.3

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3
Q

Concrete Beam Total Nominal Shear Strength Vn

A

ACI 22.5.1.1

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4
Q

Beam Nominal Shear Strength of Concrete Vc

A

ACI 22.5.5.1

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5
Q

Concrete Beam Nominal Shear Strength of Steel Vs

A

ACI 22.5.10.5.3

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6
Q

Minimum Shear Reinforcement Requirements for Beams

A

ACI 9.6.3

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7
Q

Maximum Spacing of Shear Reinforcement

A

ACI 9.7.6.2.2

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8
Q

Effective Flange Width for Concrete T-beam

A

ACI 6.3.2.1

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9
Q

Design of Steel Members for Flexure

A

AISC Part 16 Chapter F

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10
Q

Steel Available Moment vs Unbraced Length

A

AISC Table 3-10

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11
Q

Design of Steel Members for Shear

A

AISC Part 16 Chapter G

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12
Q

Effective Length Factor, K

A

AISC Table C-A-7.1

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13
Q

Maximum Bar Spacing for Flexure

A

ACI 7.7.2.3

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14
Q

Minimum Area of Flexural Reinforcement - Shrinkage and Temperature Reinforcement

A

ACI Table 7.6.1.1

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15
Q

Shrinkage and Temperature Reinforcement Maximum Spacing

A

ACI 7.7.6.2.1

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16
Q

Modules of Rupture

A

ACI 19.2.3

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17
Q

Live Loads

A

ASCE Table 4-1

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18
Q

Wind Load on Bridge

A

AASHTO 3.8.1

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19
Q

Outline of Process for Determining Wind Loads

A

ASCE 26.1-1

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20
Q

Alternate All-Heights Method

A

IBC 1609.6

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21
Q

Wind Loads

A

ASCE Chapter 26

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22
Q

Surface Roughness Categories

A

ASCE 26.7.2 or IBC 1609.4.2

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23
Q

Exposure Categories

A

ASCE 26.7.3 or IBC 1609.4.3

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24
Q

Seismic Design Requirements for Building Structures

A

ASCE Chapter 12

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25
Importance Factor
ASCE Table 1.5-2
26
Occupancy Classification
IBC 302-312
27
Site Classification Based on Soil
ASCE Table 20.3-1
28
Seismic Ground Motion Values
ASCE 11.4
29
Approximate Building Period of Vibration
ASCE 12.8.2.1
30
Seismic Redundancy
ASCE 12.3.4
31
Effective Seismic Weight
ASCE 12.7.2
32
Design Response Spectrum
ASCE Figure 11.4-1
33
Seismic Response Coeficient
ASCE 12.8.1.1
34
Equivalent Lateral Force Procedure
ASCE 12.8
35
Impact Loads
ASCE 4-6 and 4-9
36
Heavy Vehicular Loads
IBC 1607.7
37
Design Vehicular Live Load
AASHTO 3.6.1.2
38
Multiple Presence Factor
AASHTO 3.6.1.1.2
39
Deck Design Moments
AASHTO 4.6.2.1.6 and Table A4-1
40
Impact Factor
AASHTO 3.6.2.1
41
Snow Loads Map
ASCE Figure 7-1
42
Flat Roof Snow Loads
ASCE 7.3
43
Sloped Roof Snow Loads
ASCE 7.4
44
Partial Snow Loading
ASCE 7.5 and Figure 7-4
45
Retaining Wall Design
IBC 1807.2.3
46
Live Load Surcharge
AASHTO 3.11.6.4
47
Wind Forces Applied Directly to the Substructure
AASHTO 3.8.1.2.3
48
Strength Design Load Combinations
ASCE 2.3.2
49
IBC 1605.3.1
50
ACI 5.3
51
Allowable Stress Design Load Combinations
ASCE 2.4.1
52
IBC 1605.3.1
53
AASHTO Load Combinations
AASHTO 3.4.1-1 & 3.4.1-2
54
Maximum Tensile Stress for Fatigue Loading
AISC 16.2-43
55
Fatigue Design Parameters
AISC Table A-3.1
56
Fraction of Truck Traffic
AASHTO Table 3.6.1.4.2-1 & C3.6.1.4.2-1
57
Plain Concrete
ACI Chapter 14
58
Concrete Strength Requirements for Foundations
IBC Table 1808.8.1
59
Concrete Cover for Foundations
IBC 1808.8.2
60
Specified Concrete Cover
ACI 20.6.1
61
Anchoring to Concrete
ACI Chapter 17
62
Concrete Compressive Stress Limits Immediately After Transfer of Prestress
ACI Table 24.5.3.1
63
Concrete Tensile Stress Limits Immediately After Transfer of Prestress
64
Without Additional Bonded Reinforcement In Tension Zone
ACI 24.5.3.2
65
Calculation of Prestressing Service Load Stresses
PCI Figure 5.2.5
66
Stress Limits at Release (Transfer) of Prestress (Before Time-Dependent Losses)
PCI Table 5.2.2
67
Design of Members For Tension
AISC Chapter D & J4.1
68
Bolt Nominal Hole Dimensions
AISC Table J3.3
69
Tension Members AASHTO
AASHTO 6.8.2
70
Welds
AISC J2
71
Size of Fillet Welds
AASHTO 6.13.3.4
72
Coefficient C for Eccentrically Loaded Bolt Group
AISC Tables 7-6 to 7-13
73
Bolted Connection Block Shear
AISC J4.3 & Tables 9-3a to 9-3c
74
Timber Design Provisions and Equations
NDS Chapter 3
75
Sawn Lumber
NDS Chapter 4
76
Structural Glued-Laminated Timber
NDS Chapter 5
77
Round Timber Poles and Piles
NDS Chapter 6
78
Composite Member Effective Beam Width
AISC I3-1a

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