Chapter 4: Heavy Timber Frame Construction Flashcards

1
Q

Explain why heavy timber may be used in building construction (in relation to fire).

A

It is slower to catch fire and burn than smaller pieces of wood. The charred out layer of a partially burned timber insulates and protects the inner portion, preserving partial structural capacity.

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2
Q

When reading a fire-resistance chart, what is the difference between A and B in different building types?

A

A is likely more fire-resistant than B.

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3
Q

What do you classify wood members with a lesser dimension than is required for Heavy Timber?

A

Wood Light Frame (Type V) Construction

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4
Q

Read this information about shrinkage.

A

Differential rates between interior wood framing and exterior noncombustible walls leads to differential setting of upper floors and roofs.

Wood connection details should minimize cumulative effects of cross-grain shrinkage.

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5
Q

When would you use Heavy Timber (Type IV)? Describe this use.

A

Floor and roof decks: heavy decking comes in depths of 2-8”. It is capable of spanning roughly from 5’-20’. To achieve required fire-resistance, the decking must be covered with tongue-and-groove boards or plywood. Concealed combustible spaces (where a fire could develop undetected) must be avoided.

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6
Q

True or false: when used with other construction types, heavy timber is not subject to others’ height and area requirements.

A

False; it is subject to this type’s height and area.

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7
Q

Describe heavy timber in roof framing.

A

It is permitted in any construction type requiring no more than a 1-hour fire-resistance rating. For example, a heavy timber framing can substitute 1-hour protected steel or concrete roof framing in Type I and II noncombustible buildings.

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8
Q

What are different types of lateral bracing?

A

Knee bracing
Full bay cross bracing
Shear walls
Structural wood panels

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10
Q

Stiffens the column or beam connection and adds lateral stiffness to the heavy timber frame.

A

Knee bracing

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11
Q

Masonry or concrete walls that provide lateral stability

A

Shear walls

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12
Q

Panels attached to the frame that act as shear walls

A

Structural wood panels

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13
Q

What are two types of cross-laminated timber construction?

A

Cross-laminated timber: each layer of boards is perpendicular to adjacent layers and glued on the wide faces of each board.

Glue-laminated timber: a product with all laminations oriented in the same way.

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14
Q

_____ _____ are shipped to the construction site and lifted into place. They can act as loadbearing walls, floors, and roof decks.

A

Fabricated panels

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15
Q

How do you solve this: If a 5/8” oriented strand board sheathing is nailed to the wood frame of a building with 8d (2-1/2”) common nails how far does the point of the nail penetrate into the frame?

A

Use the chart to define the depth of 8d (which is 2-1/2”). Since the sheathing is on top of the wood frame, subtract the depth of the nail by the sheathing (2.5”-0.625) to get 1.875” (or about 1-7/8”).

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16
Q

How would you solve (SHRINKAGE): the total platform frame of a building is 33” cross-grain wood between foundation and roof. Assuming that plainsawn framing lumber shrinks across its grain at a rate that is an average of the shrinkage rates of tangential and radial shrinkage, how much will the roof drop if the lumber is installed at 19% MC and dries t 15%?

A

Plainsawn means a tangential shrinkage. Review the chart on page 95 for moisture content. At 19%, the tangential shrinkage is about 1.7%. At 15%, the tangential shrinkage is about 2.6%. The difference between these, 9%, is multiplied by 33”. (Keep in mind that 9% is actually 0.09*33.) The answer is 0.297” shrinkage.

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17
Q

Lateral bracing for greater lateral stiffness and strength

A

Full bay cross bracing