Static Public Member Functions | |
static double | func_J_tol (InputParameters inParams) throws IOException |
Calculates tolerable stress distribution factor. More... | |
static double | func_q (InputParameters inParams) throws Exception, FileNotFoundException, IOException |
Calculates applied load (demand): 3 second duration equivalent pressure (Pa) More... | |
static double | func_q_hat (InputParameters inParams, double q) throws IOException |
Calculates dimensionless load. More... | |
static double | func_q_hat_tol (InputParameters inParams, double J_tol) throws Exception, FileNotFoundException, IOException |
Calculates tolerable load. More... | |
static double | func_J (InputParameters inParams, double q_hat) throws Exception, FileNotFoundException, IOException |
Calculates stress distribution factor (Function) More... | |
static double | func_NFL (InputParameters inParams, double q_hat_tol) throws IOException |
Calculates non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa) More... | |
static double | func_B (InputParameters inParams, double J) throws IOException |
Calculates risk of failure. More... | |
static double | func_LR (InputParameters inParams, double NFL) throws IOException |
Calculates load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa) More... | |
static double | func_P_b (double B) throws IOException |
Calculates probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016) More... | |
static boolean | func_isSafeLR (double LR, double q) throws IOException |
Calculates 3 second load equivalent resistance safety requirement. More... | |
static boolean | func_isSafePb (InputParameters inParams, double P_b) throws IOException |
Calculates probability of glass breakage safety requirement. More... | |
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Calculates risk of failure.
inParams | structure holding the input values |
J | stress distribution factor (Function) |
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Calculates 3 second load equivalent resistance safety requirement.
LR | load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa) |
q | applied load (demand): 3 second duration equivalent pressure (Pa) |
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Calculates probability of glass breakage safety requirement.
inParams | structure holding the input values |
P_b | probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016) |
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Calculates stress distribution factor (Function)
inParams | structure holding the input values |
q_hat | dimensionless load |
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Calculates tolerable stress distribution factor.
inParams | structure holding the input values |
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Calculates load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa)
inParams | structure holding the input values |
NFL | non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa) |
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Calculates non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa)
inParams | structure holding the input values |
q_hat_tol | tolerable load |
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Calculates probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016)
B | risk of failure |
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Calculates applied load (demand): 3 second duration equivalent pressure (Pa)
inParams | structure holding the input values |
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static |
Calculates dimensionless load.
inParams | structure holding the input values |
q | applied load (demand): 3 second duration equivalent pressure (Pa) |
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Calculates tolerable load.
inParams | structure holding the input values |
J_tol | tolerable stress distribution factor |