Falsg Cards Elif Flashcards
Giving for refrigerator
Receptacle in basements (finished/unfinished)
Refrigerator does not need GFCI outlet as long as it is 6’ far from sink
Receptacle in basement (finished /unfinished) should have GFCI protection except those dedicated to a fire alarm or burglar alarm system.
How to resolve the liquidification of a soil!
Site compaction
Change soil
Dewatering the site
Mitigation options for ground failure like earth quack and land sliding
Adding set backs and widening set backs to have enough space for upslope sliding and downslope sliding
Drainage
Redundant infrastructure
Access and egress is more important for
Manufacturing and essential facilities
Redundant access for essential facilities is important for land that are potential to earthquake or …
To protect agains pounding
Enough distance between building
Enough set backs
Which kind of building structure have more damping?
The nature of structure and connections
A heavy concrete structure have more damping than a light steel frame
Architectural features like partitions and exterior facade contribute to damping as well
Incise make design deflection of vertical is structural members such as columns and loves is termed
Drift
Drift should be limited between 0.02 and 0.01 times the building height and it depends on the occupancy of a building. 
Torsional forces
if the mass or weight of a building is uniformly distributed in plan, the result is that the plans geometric center will go inside with the center of mass 
Call is structural elements must be securely connected together, so that as they push and pull against one another during the earthquake, the connections are strong enough to transfer the earthquake forces and thereby maintain the integrity of the structure. This means that detailed design and construction of connection are very important 
Strongest to weakest
Shear wall
braced frames
Moment connections
We can mux them but it will be hard to keep the balance d resistance
The framing system (shear wall or bracing or moment connections) should be chosen at the very early stage of design. For example shear wall can change the programming
For serious configuration conditions in earthquake
Soft and weak stories
Discontinuous sheer walls
Variations in perimeter as strength and stiffness
Reentrant corners 
Soft story is the prominent of the problem
Ground level story is less stiff than those above
Soft story is more flexible or less stiff than the story above. Weak story has less strength.
Soft or weak story at any height is problematic but since the cululative loads are greatest toward the base of the building. A discontinuity between fiat and second floor tends to result in most serious condition.
If we have a long span at the first floor and no shear wall at the first floor
Solutions?
It will be a soft story
The other problem in indirect load path
It means some of the vertical columns do not extend to the foundation
Add columns
Add bracings
Add external bitterness
A building’s seismic behavior is strongly influenced by the nature of the perimeter design.
Usually you can see in four elevations that one of two crosses fecad line north and south has sheer walls and the other one does not.
Solutions to storefront type unbalanced perimeter resistant condition.
Stiff walls at the corners of the storefront facade
Making frame, moment frame
Or
Stiff diaphragm
Solutions for re-entrant corner condition
Separation
Strengthen notch - which connect the two partitions stronger
Stiff resistant element like shear walls at the corners
Do we need to brace a pendant light
Name some other nonstructural ways to mitigate damages
If in a 45 angel it can damage other objects, then yes
Flexible lines to mechanical system will not transfer the power of earthquack
Dropped ceiling should be anchored and braced to the primary structure
Suspended ceiling surrounding a column should allow for movement
Smaller window panes perform better in earthquakes
The rigid connections between pipes can be problematic
Story height panels should be connected to the beams by rod connections at the top and by bearing connections at the bottom.
Spandrel panels have other connections. The top connections are bearing connections, and the bottom ones are rod connections if they are at the bottom of story-height panels.
If the spandrel panel is at the top of the story height panel, then the bottom connections are rod connections and the top connections are the bearing connections.
Figure 9-10 shows typical suspended-ceiling bracing. Diagonal bracing by wires or rigid members: spacing should not be more than 144 sq. ft. The vertical strut is recommended for large ceiling areas in high seismic zones; it may be provided by a piece of metal conduit or angle section.
Heavy fluorescent light fixtures inserted in suspended ceilings must be supported independently, so that if the grid fails, the fixture will not fall. Figure 9-11 shows a lighting fixture with two safety wires located at the diagonal. For heavy fixtures, four wires must be provided. Suspended fixtures must be free to swing without hitting adjoining components.
Heavy (Masonry) Full-Height Non load Bearing Walls:
One inch space min to the bottom of slab, then use continuous or intermittent angle on both sides of the wall to the slab (if it’s a fire rated partition, then use fillers and fire stops sealant as required)
This wall should be reinforced and grouted.
Partial masonry wall should be braced to the slab/truss
Partial height stud wall should be braced to the bott. Of slab/truss (45 degree angel) - the wall should be extended 3” beyond the suspended ceiling
Metal stud to the bottom of floor slab: allow for deflection for both sheathing on the metal stud and metal stud itself. (Telescopic head arrangement)
Timber: allow for deflection and use propriety metal fixing to allow for deflection.
Duct bracing:
Sheet metal screws to the bottom and top of the duct
Transverse brace and longitudinal brace
Piping should be braced as well. Transverse brace and longitudinal brace
For chillers: vibration-isolated chiller with snubbers to restrict lateral movement
Equipment should be mounted on the spring vibration isolators that limit lateral motion to prevent the equipment top off.
Batteries for emergency powers should be located on a designed rack constructed from steel to support and restrain a set of batteries
Tall shelves need longitudinal bracing attached to the ceiling structure and need to be connected to the floor
Water heaters need to be anchored to the floor and need to have tension cables to prevent overturning
Is a base-isolated building enough for seismicc design?
No
It reduces the effect of horizontal motion whiting a building but it’s not enough
Does window film protect windows from breakage in an earthquake?
If properly applied, they can. All the edges should be covered by film.
What is BIPV
Be IPV stands for building, integrated photo voltaic.
It’s a thin, film, silicone modules, allow PV cells to be integrated into construction elements, such as roof shingle clad’s glazing and so on this system will allow the architect to utilize the suns energy without taking up any space inside or outside of the building 
Congregate facility
Convent
Monasteries
Passenger stage waiting area
Grand stand
Sororities
Congregate living (transient) with more than 10 occupants
Nun’s living facility
Monasteries
Residential
Passenger station -A
Grandstand: A
Sororities: transient houses
Irregular formof building
Cast-in-place concrete str
Lightweight steel framing
Wood
Brick concrete masonry
Steel
Sitecast concrete
Precast concrete
Pneumatic
Wood:
1-joist up to 20’
2- I beam or light floor joists up to 30’
3-glue laminated beam un to 100’
4-heavy trusses up to 200’
Brick and concrete masonry:
1-lintel up to 20’
2-Arches up to 200’
Steel:
1- Corrugated metal deck up to 20’
2- lightweight steel joist up to 30’
3- Beam and girder up to 70’
4- open web joist (60’ - 80’- 140’)
5-Single-story rigid frame up to 140’
6- Heavy trusses up to 300’
7-arches and walk -space frames- domes- cable-stayed- suspension very long span
Sitecase concrete:
1-one way slab up to 20’
2-two way slabs up to 40’ (flat plate- solid slab)
3-one way joist up to 45’
4-Waffle slab up to 60’
5-Two-way Beam and slab up to 70’
6-Folded plat and shells up to 150’
7- Domes and arches up to 250’
Precast concrete:
1-Slab up to 50’
2-Beam up to 60’
3-Double tee up 90’
4-Single tee up to 140’
Pneumatic
Air inflated up to 50’
Air supported unlimited
Precast concrete covers longer spans or cast in place
Cast in place can span up to 250’ (folded plates and domes)
Precast concrete can span up to 130’