RaphaëlSM Class: DeflCurve

Generic class for 3rd and 4th order curves (used for deflection)

Name Type Argument Description

point1 RaphaelTools.Point2d 1st point

point2 RaphaelTools.Point2d 2nd point

params

Object

parameters, see below

Name	Type	Argument	Description
`u1`	number	<optional>	=0.] local x deflection in the 1st point
`w1`	number	<optional>	=0.] local y deflection in the 1st point
`phi1`	number	<optional>	=0.] rotation of the 1st point
`u2`	number	<optional>	=0.] local x deflection in the 2nd point
`w2`	number	<optional>	=0.] local y deflection in the 2nd point
`phi2`	number	<optional>	=0.] rotation of the 2nd point
`wMid`	number	<optional>	=0.] local y deflection from continuous load in the middle of the beam
`realLen`	number	<optional>	=1.] real length (in units of u and w) of beam
`scale`	number	<optional>	=1.] scale parameter for the deflection line
`closedBegin`	boolean	<optional>	=true] the line conecting 1st point with 1st nodal value
`closedEnd`	boolean	<optional>	=true] the line conecting 2nd point with 2nd nodal value
`closedBase`	boolean	<optional>	=true] the line conecting 1st and 2nd point
`nSeg`	number	<optional>	=5] number of interpolation points

Name	Type	Description
`u1`	number	local x displacement of 1st point
`w1`	number	local y displacement of 1st point
`phi1`	number	rotation of 1st point
`u2`	number	local x displacement of 2nd point
`w2`	number	local y displacement of 2nd point
`phi2`	number	rotation of 2nd point
`wMid`	number	local y deflection from continuous load in the middle of the beam
`realLen`	number	real length (in units of u and w) of beam
`scale`	number	parameter for the deflection line
`nSeg`	number	number of interpolation points

Source:

consts()

Sets function constants

Inherited From:

Source:

setDsplFull(u1, w1, phi1, u2, w2, phi2, wMid)

Sets new values of all stored displacements and rotations

Name	Type	Description
`u1`	number	local x deflection in the 1st point
`w1`	number	local y deflection in the 1st point
`phi1`	number	rotation of the 1st point
`u2`	number	local x deflection in the 2nd point
`w2`	number	local y deflection in the 2nd point
`phi2`	number	rotation of the 2nd point
`wMid`	number	local y deflection from continuous load in the middle of the beam