BC3 Flashcards
The direction of forces from loads acting on an interior of structural member is expresses as
stress
The forces within the structural support system that resist applied load are referred to as
Reaction R
When a structural support system can support a load equal to or greater than the applied load___ exist
Equilibrium
Lost in equilibrium can lead to
Partial or total collapse
One common type of reaction is a ___ ___within a horizontal structure that is loading vertically
bending movement
The ____ ___ ___is the most common load imposed on a structure via the weight of the structures components content in any occupancy activity
force of gravity
Additional forces added to the structure will also increase the ____ that must be supported by a building’s supports, and in turn the ____ beneath the structure
load
soil
ADDITIONAL FORCES: * Vibration- shaking motion Sources of vibration: - Natural: - Building related: - External:
- wind, seismic
- Ventilation system motors
- Vehicle or traffic, trains
- Temperature - Temperature changes external to the building may cause peripheral structure members to expand and contract at a rate different from _____ ____ that are held at a more ___ ____
- These differences can change the _____ of forces between ___ ___
- internal members
constant temperature
direction - structural elements
- Shrinkage- As lumber dries over time the_____ of wood structural components ___
and can effect the ____ of the ___ within structural components
-dimension
shrink
direction
forces
Stresses within a material are classified according to the_____ _____ ______ _____
Direction of the force
pulls material part referred to as (tensile stress)
Tension
Squeezes the material referred to as (compressive stress)
Compression
Slide one plane of a material Pass an adjacent plane
Shear
Structural members maybe constructed in specific shapes and sizes to control ______ _____ within the _____ _____ for the particular _____ being used
Multiple stresses
allowable values
MAterial
Load applied to the exterior of a structural member create ____ _____within the member based on the _____ of the ______
Internal stress
placement
Load
External forces often can be visually identified and evaluated internal forces must be__
Calculated
Unique stresses are caused by external load alignments including: (3)
Axial load
Eccentric load
Torosional load
The total stresses within structural members must be lower than the ____ _____ of the material for the structure to remain intact.
A ratio of the failure point to the maximum supportable design stress is added to the minimum required strength as a____ ___ ___
failure point
Factor Of Safety
Failure due to stress me include visible indicators such as:
Cracking; crumbling; bending; and breaking
A ___ ___ is fixed in location and quantifiable
A ___ ___ is not fixed or permanent
Dead loads
live load
_____Loads can increase and decrease overtime
dead loads
_____ load Is not fixed or permanent in varies by occupancy
Lives load
____ loads that are steadly applied gradually, with the exception of Mechanical equipment that produce vibrations
Static loads
____ loads are generally static loads
Dead loads
____ loads Involve motion and are capable of delivering energy greatly in excess of the weight of the object involves
Dynamic loads
These are examples of what kind of load?
- Wind
- Moving vehicles
- Earthquakes
- Vibrations
- Falling objects
- Emergency or maintenance work
Dynamic loads
For a dynamic load to stop moving the surface impacts must absorb the__ __
kinetic energy
____ loads Produce highly localized forces and non-uniform load any supporting structural members
Concentrated loads
Rain and snow are_____loads
Live
Water from firefighting operations can add an additional ___load to a building
Live
Dewatering operations may be necessary because water and a depth of 3 inches as a _____ load of____ pounds per square inch
static
21
The air that makes up the atmosphere is a gas that like all of substances, has ____
mass
The kinetic energy of air manifests as__ that present a force that can be calculated
Wind
Factors such as wind speed and ____influence the overall effect of wind.
direction
Other effects of wind include:
- Direct pressure
- Drag
- Negative pressure
- Rocking
- Vibration
- Clean- off
Straightline winds apply force to a surcace
Direct pressure
Wind blowing around the object may catch along a buildings surface
Drag
Wind may produce a suction effect on the downwind side of the building resulting in outward pressure
Negative pressure
Wind may cause the building to sway in a back and forth motion
Rocking
Wind passing over a surface such as a roof, may shake the surface
Vibration
Wind may dislodge or move objects from the building surface
Clean– off
In designing buildings to withstand wind forces,__ __Is a primary consideration
Direct pressure
___ forces apply the most complicated load that must be accommodated by structural design
Seismic
Explosive denotations may cause a__ effect similar to earthquakes
Seismic
Seismic loads may be far more complex then wind loads Because the movement of the ground beneath the building can be ____ ____
Three dimensional
Seismic forces supply the most complicated load and must be accommodated by structural design. These forces results in movement between ____ ____ along the ___ ___ or _____
tectonic plates
fault line
zone.
Directional movements include:
- Lateral
- Torsional
- Resonant
_____ Loads that create horizontal motion are the most Significant Force generated by an earthquake
______holds the upper portion of the building in an initial position as the lower portion______ with the ______and ___ ___develops
Lateral
Inertia
moves ground
Shear stress
____ Loads are applied to a structural member that is twisted by seismic motion
Torsional