Hiner Videos Flashcards
What can you assume about soil classifications if it is not given in the problem?
Assume it is Soil type D
is it possible to have 0% damping?
no every structure has some damping
How do soil types affect the structure period?
the softer the soil is, the longer it takes for maximum spectral acceleration to occur in the range
what happens as damping ratio increases?
the curve flattens on the average response spectrum
what design methods are acceptable according to the IBC/CBC?
Strength Design, load and resistance factor design, allowable stress design
what chapter is the site class and SDC information found in?
Chapter 3
what are seismic force resisting elements?
definitionof force resisting element
elements that can resist the vertical and horizontal forces of a seismic force
what is story drift?
formula wise
it is the difference between the deflection at the top and bottom of the story under consideration
what is p-delta?
when a structure undergoes lateral deformation, changing the position of the applied vertical gravity loads, causing additional forces, moments, and displacemtns
what is the simplified design procedure?
it is a more simple version of the ELF procedure but ALL conditions must be met in order to use these equations
what is the simple equation for seismic load effects?
E=Eh+Ev
what SDC is given to nonstructural components?
those attached to structures
they are given the same SDC as the structure they are attached to
what are nonbuilding structures?
structures supported by the earth and are self supporting structures
what type of structures are tanks and vessels considered?
fluid structures
what is the coefficient for diaphragm force?
Fpx
what is assumed about diaphragm weight during the exam?
Wpx=Wx
what is the good samaritan immunity?
write this in
how do you determine the r value for a structure with 2 different design categories?
when the upper system has a lower R, the design coefficients for the upper system shall be used for BOTH systems
how do you determine R for design in seismic loads that are in the SAME direction?
your design R value cannot be larger than the smallest R value under consideration
when dealing with the orthogonal combination procedure, what happens to the forces and their directions?
the forces become split up depending on the direction they are applied in. so the direction in which forces are applied is felt 100% and forces perpendicular to the applied are felt and split by 30% ie 100% E-W and 30% NS concurrently
when solving a problem with x bracing, what should you find?
it is important to find the length of the diagonal brace
what will happen t your SDC if you have a risk category IV building with a S1 greater than 0.75
you will classify the structure as a SDC=F
when solving for Cs, what do you need to check for?
you will need to plug in the SDS and SD1 value into its respective equation and use the smaller Cs value from either equation
what is a bearing wall system?
a system with bearing walls that support all or major portions of the vertical/gravity loads. shear walls provide seismic force resistance.