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Code Requirements > AISC Steel Manual > Flashcards

AISC Steel Manual Flashcards

1
Q

What chapter and page are the General design considerations

A

Chapter 2

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2
Q

What chapter are the dimensions and properties of shapes

A

Chapter 1

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3
Q

What chapter can you find the requirements for the Design of Flexural members

A

Chapter 3

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4
Q

What chapter can you find the requirements for the Design of compression members

A

Chapter 4

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5
Q

What chapter can you find the requirements for the Design of Tension members

A

Chapter 5

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6
Q

What chapter can you find the requirements for the Design of members subjected to combined forces

A

Chapter 6

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7
Q

What chapter can you find the requirements for the Design considerations for bolts

A

Chapter 7

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8
Q

What chapter can you find the requirements for the Design of Welds

A

Chapter 8

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9
Q

What chapter can you find the requirements for the Design of connecting elements

A

Chapter 9

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10
Q

What chapter can you find the requirements for the design of simple shear connections

A

Chapter 10

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11
Q

What chapter can you find the requirements for the design of moment connections

A

Chapter 11

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12
Q

What chapter can you find the requirements for the design of simple connections for combined forces

A

Chapter 12

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13
Q

What chapter can you find the requirements for the Design of bracing connections and truss connections

A

Chapter 13

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14
Q

What chapter can you find the requirements for the Design of Beam Bearing plates, column base plates, anchor rods, and column splices

A

Chapter 14

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15
Q

What chapter can you find the requirements for the Design of hanger connections, bracket plates, and crane rail connections

A

Chapter 15

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16
Q

What table shows the Applicable ASTM Specs for plates and Bars

A

Table 2-5 page 2-58

17
Q

What table shows values for Cb for simply supported beams

A

Table 3-1 page 3-18

18
Q

What table can you find the beam load tables for uniform load

A

Table 3-6

19
Q

What section of the Steel manual will you find how values of λp and λr are determined

A

Section B4.1 in the spec section

20
Q

What table will you find how values of λp and λr are determined

A

Table B4.1a/b

21
Q

Flexural design properties are based upon…

A

the full cross section with no reduction for bolts

22
Q

For shear the area is determined per

A

AISC Spec Chapter G

23
Q

Available strength is designed per

A

AISC Spec Chapter C

24
Q

Chapter C

A

Design for stability

25
Q

When flexural members are braced such that , yielding is the controlling limit state and the nominal flexural strength of the member is determined per

A

AISC Spec Chapter F

26
Q

When flexural members are unbraced such that Lb > Lp then what must be considered in the calculation for flexural strength

A

Lateral-torsional buckling

27
Q

The design of I shaped members and channels subject to minor axis bending includes the analysis of lateral torsional buckling and web local buckling

A

False it does not include lateral torsional buckling and web local buckling

28
Q

Table 6-1 of AISC shows

A

Available strength for members subject to axial, shear, flexural, and combined forces

29
Q

Where to find the concentrated load equivalent table

A

Table 3-21a

30
Q

Where to find the cantilevered beams table

A

Table 3-21b

31
Q

What chapter of the specs contain requirements for shear

A

Chapter G 16.1-75

32
Q

What is the max live load deflection for beams supporting plaster ceiling

A

L/360

Code Requirements (3 decks)

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