CALCS | PROC002 PLATE/CYLINDER SHEAR |
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NOTATION | ||
a | length, plate, parallel to force | |
b | width, plate, normal to force | |
R | radius, cylinder | |
t | thickness, plate | |
P | force | |
Mo | Moment, about cyl centre | |
Py | force, max line | |
Xpy | position, effective, lat force | |
Py1 | force, axial | |
Py2 | force, shear |
EXAMPLE | |||
Call Statement | |||
LET Nm=1:Nk=1:a=250:b=150:R=100:t=2.5:P=960:PROC002 | |||
Output | |||
PROC002: PLATE/CYLINDER SHEAR: Rev Date: 190995 | |||
enter | tab | delimited | data |
Xpy | = 2*PI*(-b/8+R/PI) | = 82.19 | |
Mo | = P*(-b/8+R/PI) | = 1.256E4 | |
Py | = P/(2*PI) | = 152.8 | |
Py1 | = Py*Xpy*4/(a+2*R) | = 111.6 | |
Py2 | = Py-Py1 | = 41.16 | |
fd1 | = Py1*(2/(t*(a-2*R))) | = 1.786 | |
fs2 | = Py2*(2/(t*(b-2*R))) | = -0.6586 | |
UF | = fd1/(Kd(Nk)*Fy(Nm)) | = 0.7616 | |
UF | = fs2/(Ks(Nk)*Fy(Nm)) | = -0.4843 | |
END002 |