CALCS PROC006
BEAM-COLUMN

NOTATION

Acsa
yextreme fibre
I2MA
Llength, member
eeccentricity, load
Pforce
dydisplacement, transverse
Mmoment, induced
fcstress

APPLICATION

used in

OUTPUT

from prog

SEE ALSO

other porcs & progs

THEORY

refs

GUIDANCE

guidance notes

INPUT FORMAT

LET Nm=:Nk=:A=:y=:I=:L=:e=:P=:PROC006

EXAMPLE

Call Statement

LET Nm=1:Nk=1:A=69.94:y=10.2:I=3612.2:L=549:e=20:P=145:PROC006

Output

PROC006 BEAM-COLUMN, Rev 190995
entertabdelimiteddata
dy= (L^2/(2*E(Nm)*I))*e/(1-(L^2/(2*E(Nm)*I)))= 0.4114
M= P*dy= 59.65
fd= P/A+FNsgn(P,M)*M*y/I= 2.242
UF= fd/(Kd(Nk)*Fy(Nm))= 0.9559
END006