LAr Dewar Coil Feed Frame Pipe Analysis (Structural Analysis of General Structures, SAGS) Page: 4 of 16
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TUESDAY 6-FEB-90
STATIC ANALYSIS OF GENERAL STRUCTURES
FRAME PIPE ANALYSIS LAR DEWAR COIL FEED 2/6/90SPECIAL CROSS SECTIONS
CODE TYPE P11
2PIPE
PIPE1.900
3.500P2
P3
P4
P5
P6
0.145
0.300CROSS-SECTION PROPERTIES
MOMENTS OF INERTIA
CODE AREA Z YSHEAR RATIO TORSION
Y Z CONSTANTWARPING DEC.
CONSTANT FIX.7.99E-01 3.10E-01
3.02E+00 3.89E+003.10E-01 1.86 1.86 6.20E-01
3.89E+00 1.85 1.85 7.79E+00PIPING CHARACTERISTICS
CODE H K SIOUT SIIN
1 0.000 1.000 1.000 1.000
2 0.000 1.000 1.000 1.000TOTAL STRUCTURE WEIGHT/MASS =
C.G. LOCATION: X = 4.875
SPECIFIED RESTRAINTS
JOINT DIRECTION VALUE1
65.605E+00
Y = -2.875 Z =
123456
123456LOADING NO.
1: THERMAL
TEMPERATURE LOADING
REFERENCE TEMPERATURE =
AMBIENT TEMPERATURE -TOTAL APPLIED FORCES:
F(X) = 0.000E+00
MOMENTS ABOUT ORIGIN:
M(X) = 0.000E+00F(Y) = 0.000E+00
F(Z) =
0.000E+00
M(Y) = 0.000E+00 M(Z) = 0.000E+00
1
210.516
77.
-325.09:36:31
PAGE 2
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Parker, A.W. LAr Dewar Coil Feed Frame Pipe Analysis (Structural Analysis of General Structures, SAGS), report, January 31, 1990; Batavia, Illinois. (https://digital.library.unt.edu/ark:/67531/metadc834721/m1/4/: accessed March 19, 2024), University of North Texas Libraries, UNT Digital Library, https://digital.library.unt.edu; crediting UNT Libraries Government Documents Department.