Chapter 4-5 Flashcards

Trusses, Steel

1
Q

How much does a W14 x 211 weigh per foot?

A

211 LBS / Ft.

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2
Q

As a rule of thumb, what is the formula to calculate the nominal truss depth, across a specific length?

A

d= L / 10

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3
Q

Steel is most economical in what spans?

A

25-40

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4
Q

What is the ideal rectilinear proportion for a steal framing bay?

A

1.25 to 1.0 - 1.5 to 1

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5
Q

What is the typical spacing between beam in a structural framing system.

A

6’-15’ with the most economical range being 8’-10’

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6
Q

What is the general rule for the sizing of structural members?

A

1” of Depth for every 2’ of span

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7
Q

How much does a W12x35 weigh?

A

35 pounds per linear foot

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8
Q

what is the formula for the max moment on a beam?

A

maxM= (W L^2) / 8

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9
Q

What is the percentage of maximum deflection that can be cambered out of a system?

A

75%-90% of Dead Load

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10
Q

What is the formula for allowable deflection for dead load and live load, and live load deflection?

A

DL+LL(Deflection)= L/240

LL(deflection)= L/360

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11
Q

What are some of the advantages of composite steel beams?

A
  • Greater Strength and Economy
  • Reduction of overall system depth
  • Greater spans without increasing member sizes
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12
Q

What are some of the disadvantages of composite steel beams?

A
  • The shear connectors are costly

- For short spans and light loads, it will not be economical to use composite action.

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13
Q

How do short and long columns fail?

A

Short columns fail by yielding of the material, while long columns fail by buckling.

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14
Q

What is the difference between an A325-N and a A325-X Bolt?

A

A325-N Threads are included in the shear plane. While in a 325-X threads are excluded.

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15
Q

A standard hole bolt connection has how much wiggle room?

A

1/16”

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16
Q

What is a Slip Critical Connection?

A

a connection that is used when slip would be detrimental to the system.

17
Q

T/F A307 is a slip critical bolt

A

False, Only A325(sc) and A490 are slip critical

18
Q

What is the type of cut back on a steel beam where the flange and part of the web are cut back on one side?

A

Cope