| CALCS | PROC006 BEAM-COLUMN |
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NOTATION | ||
| A | csa | |
| y | extreme fibre | |
| I | 2MA | |
| L | length, member | |
| e | eccentricity, load | |
| P | force | |
| dy | displacement, transverse | |
| M | moment, induced | |
| fc | stress | |
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 | |||
| enter | tab | delimited | data |
| 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 | |||