Static Public Member Functions
static double	func_J_tol (InputParameters inParams)
	Calculates tolerable stress distribution factor. More...

static double	func_q (InputParameters inParams)
	Calculates applied load (demand): 3 second duration equivalent pressure (Pa) More...

static double	func_q_hat (InputParameters inParams, double q)
	Calculates dimensionless load. More...

static double	func_q_hat_tol (InputParameters inParams, double J_tol)
	Calculates tolerable load. More...

static double	func_J (InputParameters inParams, double q_hat)
	Calculates stress distribution factor (Function) More...

static double	func_NFL (InputParameters inParams, double q_hat_tol)
	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)
	Calculates risk of failure. More...

static double	func_LR (InputParameters inParams, double NFL)
	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)
	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)
	Calculates 3 second load equivalent resistance safety requirement. More...

static Boolean	func_isSafePb (InputParameters inParams, double P_b)
	Calculates probability of glass breakage safety requirement. More...

Member Function Documentation

◆ func_B()

static double Calculations.func_B	(	InputParameters	inParams,
		double	J
	)

inlinestatic

Calculates risk of failure.

Parameters

inParams	structure holding the input values
J	stress distribution factor (Function)

Returns: risk of failure

◆ func_isSafeLR()

static Boolean Calculations.func_isSafeLR	(	double	LR,
		double	q
	)

inlinestatic

Calculates 3 second load equivalent resistance safety requirement.

Parameters

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)

Returns: 3 second load equivalent resistance safety requirement

◆ func_isSafePb()

static Boolean Calculations.func_isSafePb	(	InputParameters	inParams,
		double	P_b
	)

inlinestatic

Calculates probability of glass breakage safety requirement.

Parameters

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)

Returns: probability of glass breakage safety requirement

◆ func_J()

static double Calculations.func_J	(	InputParameters	inParams,
		double	q_hat
	)

inlinestatic

Calculates stress distribution factor (Function)

Parameters

inParams	structure holding the input values
q_hat	dimensionless load

Returns: stress distribution factor (Function)

◆ func_J_tol()

static double Calculations.func_J_tol ( InputParameters inParams )

inlinestatic

Calculates tolerable stress distribution factor.

Parameters

inParams structure holding the input values

Returns: tolerable stress distribution factor

◆ func_LR()

static double Calculations.func_LR	(	InputParameters	inParams,
		double	NFL
	)

inlinestatic

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)

Parameters

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)

Returns: 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)

◆ func_NFL()

static double Calculations.func_NFL	(	InputParameters	inParams,
		double	q_hat_tol
	)

inlinestatic

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)

Parameters

inParams	structure holding the input values
q_hat_tol	tolerable load

Returns: 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)

◆ func_P_b()

static double Calculations.func_P_b ( double B )

inlinestatic

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)

Parameters

B	risk of failure

Returns: 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)

◆ func_q()

static double Calculations.func_q ( InputParameters inParams )

inlinestatic

Calculates applied load (demand): 3 second duration equivalent pressure (Pa)

Parameters

inParams structure holding the input values

Returns: applied load (demand): 3 second duration equivalent pressure (Pa)

◆ func_q_hat()

static double Calculations.func_q_hat	(	InputParameters	inParams,
		double	q
	)

inlinestatic

Calculates dimensionless load.

Parameters

inParams	structure holding the input values
q	applied load (demand): 3 second duration equivalent pressure (Pa)

Returns: dimensionless load

◆ func_q_hat_tol()

static double Calculations.func_q_hat_tol	(	InputParameters	inParams,
		double	J_tol
	)

inlinestatic

Calculates tolerable load.

Parameters

inParams	structure holding the input values
J_tol	tolerable stress distribution factor

Returns: tolerable load

The documentation for this class was generated from the following file:

Calculations.cs

Static Public Member Functions

Member Function Documentation

◆ func_B()

◆ func_isSafeLR()

◆ func_isSafePb()

◆ func_J()

◆ func_J_tol()

◆ func_LR()

◆ func_NFL()

◆ func_P_b()

◆ func_q()

◆ func_q_hat()

◆ func_q_hat_tol()