Glencoe: Section 63 Flashcards

1
Q

Construction process of post and beam structure

A

starts with foundation
entire structural frame is assembled next including roof
the frame is self bracing, rigid enough without sheathing
frame is covered using structural insulated panels.
continues with standard sequence construction of doors, windows, mechanical, and interior finish

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2
Q

Disadvantage of timber framing

A

high wood working skill is required, some joints are complex

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3
Q

Most desireable aspects of modern timber frame is

A

the structure, typically exposed on the inside of the house as in an exposed frame. Structural as well as decorative

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4
Q

Structural insulated panels (SIPs) (foam-core panels)

A

consists of 3 1/2” thick expanded polystrene (EPS) foam insulation between sheets of exterior plywood or OSB.

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5
Q

Panels size of SIPs

A

4’x8’ to 8’x28’.

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6
Q

How are SIPs fanstened together

A

2x4 or 2x6 splines.

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7
Q

Spline

A

a thin strip of wood used to reinforce a joint.

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8
Q

Depending on how they are designed, SIPs may be

A

structural or non structural. In a timber frame house they are not structural because the frame is carrying all the loads

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9
Q

Pro of SIP panel wall

A

speeds up construction process and forms the interior wall and exterior sheathing at the same time.

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10
Q

Con of SIP panel wall

A

Difficult to run wire through

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11
Q

Manufactured housing

A

Houses built completed or partially on assembly lines.

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12
Q

Shear wall

A

a wall designed to resist lateral (sideways) forces.

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13
Q

One way to create shear wall

A

using specific nail spacing to attach sheathing is one way to create a shear wall.

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14
Q

It is crucial to provide shear strength at

A

corner of house

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15
Q

The top shear wall must be fastened to the

A

second-floor framing.

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16
Q

The bottom of the shear wall must be fastened to the

A

sill plate which is bolted to foundation.

17
Q

Hurricane straps

A

used to reinforce connection between roof and wall framing.

18
Q

Hold-down anchors

A

steel brackets that prevent wall from toppling. Installed at each corner of house. Attached to foundation with anchor bolts and framing with lag screws.

19
Q

Load:

A

type of force that creates stresses on structure,

20
Q

Design valueL

A

number assigned to how well a particular wood sresists stress.

21
Q

Extreme fiber stress in bending

A

When a load is applied to a joist, header or beam, it bends. This produces tension sresses in the wood farthest from the load and compression stresses closest to the load

22
Q

Tension Parallel to Grain

A

when the ends of a piece of wood are pulled in opposite directions, tension along the grain results. This might occur in a floor joist attached to two walls that are bowing outward.

23
Q

Horizontal Shear

A

Shear stresses occur where two portions of the wood are trying to slide past each other in opposite directions. A deep heavily loaded beam might experience shear stresses near the center line of the wood.

24
Q

Compression Perpendicular to the Grain

A

This occurs when the wood rests on supports, An example would be a joist (D in types of stresses) Any load on the wood tends to crush wood fibers at bearing points. This problem can be reduced by increasing the bearing area.

25
Q

Compression Parallel to the Grain

A

This occurs when loads are supported on the ends of the wood. This is typical of studs, posts, and columns. The resulting stresses affect the wood fibers uniformly along the full length of the wood.

26
Q

Modulus of Elasticity

A

This is the ratio showing the amount that wood will bend in proportion to its load. The actual amount of bending is called deflection. An example would be how “Springy” a floor is when walked on.

27
Q

Span table

A

lists the maximum spacing allowed between different sizes of joists or rafters.

28
Q

On Center

A

type of spacing which refers to the distance from the center line of one of the structural members to the center line of the closest member.

29
Q

How can a carpenter find the right spacing for a specific specie and grade of wood

A

use span tables

30
Q

Loads on a structure are divided into two types

A

live loads and dead loads

31
Q

Dead load

A

total weight of the building including structural frame and anything permanently attached.

32
Q

Live load

A

non permanently attached objects such as furniture and people.