Lecture 15 Flashcards

1
Q

How is framing layout of a structure prepared?

A

In plan view, reffered to as a framing plan

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2
Q

Why is roof plan different than floor plan?

A

Difference in floor and roof loads

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3
Q

Top two framing members used?

A

W-Sections for primary elements, and steel joists for secondary elements

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4
Q

Objective of selecting steel beams

A

Use the lightest steel section that will resist bending and shear forces within allowable limits of stress and without excessive deflection

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5
Q

What are open-web joists?

A

Lightweight, shop fabricated steel members having a trussed web

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6
Q

How are open-web steel joists supported?

A

A wall of masonry or reinforced concrete, or by steel beams or joist girders, whcih are heavier versions of open-web joists.

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7
Q

How are joists spaced?

A

Related to the magnitude of the floor load, the spanning capability of the decking material, the load carrying capacity of the joists, and floor construction epth desired.

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8
Q

Composite and form deck can be made to act compositely with the supporting beams by using…

A

shear studs (prevent slippage of the deck under bending of the underlying beam, similar to nails that connect a plywood deck with supporting wood joists)

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9
Q

Unlike masonry and site-cast concrete construction…

A

structural steel components are brought to the site in a prefabrictated and finished state, ready for erection and assembly

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10
Q

Is there any work on structural steel components?

A

Not much work, details prepared before, details up to fabricator,

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11
Q

Who orders the materials for structural steel?

A

The fabrictator

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12
Q

How does it work in fabricator?

A

Mostly semi-automated, welding manually, automated welding system for long lines.

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13
Q

What is riveting?

A

White hot faster is inserted through holes in members to be fastened. Prodcues head on plain end. Not used as much today

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14
Q

What is welding?

A

Steel surfaces are joined by being heated to a molten state.

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15
Q

Welding over Bolting

A

Larger range of applicability, no bolts, continuity

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16
Q

Welding disadvantages

A

Greater level of skill, carried out under conditions of a shop, must be dry and free from dirt or grease

17
Q

Bolting over welding

A

Rapid, less-skilled labor, no cleaning, more for field conditions

18
Q

Rigid Connection

A

Moment connection or AISC Type I connection

19
Q

Simple connection

A

Shear connection or AISC Type II connection

20
Q

Semirigid connection

A

AISC Type III connection