NOTE 164E 40-50

WARNING 134E 10-20

WARNING 134E 20-30

WARNING 134E 30-40

WARNING 160E 30-40

WARNING 134E 40-50

WARNING 134E 50-55

WARNING 134E

WARNING 66E 170-180

WARNING 125E 170-180

WARNING 160E 230-240

WARNING 66E 370-380

WARNING 125E 370-380

WARNING 66E 400-410

WARNING 125E 400-410

WARNING 160E 530-540

WARNING 66E 790-800

WARNING 125E 790-800

WARNING 160E 920-930

WARNING 66E 1000-1010

WARNING 125E 1000-1010

WARNING 160E 1150-1160

WARNING 66E

WARNING 125E

WARNING 160E

WARNING 41E 1220-1710

WARNING 24E 50-55

WARNING 24E 110-115

WARNING 24E 250-255

WARNING 24E 310-315

WARNING 33E 440-450

WARNING 33E 830-840

WARNING 33E 1200-1210

WARNING 33E 1700-1710

WARNING 34E 585-600

WARNING 34E 680-700

WARNING 172E 150-160

WARNING 188E

WARNING 189E

WARNING 172E 350-360

WARNING 180E 350-360

WARNING 188E

WARNING 189E

NOTE

On element 40 TO 50 four consecutive elements have "allowable stresses" defined. This is typically unnecessary and usually indicates allowables are being defined on every element. You DO NOT need to do this!

Material allowable/yield data not available from the Material Database for the material/temperature used on element 10 TO 20. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 20 TO 30. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 30 TO 40. Material properties may need to be entered explicitly.

BEND ISSUE at: 40 the fitting has a D/t ratio greater than 100. SIF computations for this fitting may be invalid.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 40 TO 50. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 50 TO 55. Material properties may need to be entered explicitly.

The [WARNING 134E] count exceeded the specified display limit of [5].

Element 170 TO 180 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 170 TO 180 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

BEND ISSUE at: 240 the fitting has a D/t ratio greater than 100. SIF computations for this fitting may be invalid.

Element 370 TO 380 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 370 TO 380 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

Element 400 TO 410 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 400 TO 410 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

BEND ISSUE at: 540 the fitting has a D/t ratio greater than 100. SIF computations for this fitting may be invalid.

Element 790 TO 800 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 790 TO 800 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

BEND ISSUE at: 930 the fitting has a D/t ratio greater than 100. SIF computations for this fitting may be invalid.

Element 1000 TO 1010 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 1000 TO 1010 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

BEND ISSUE at: 1160 the fitting has a D/t ratio greater than 100. SIF computations for this fitting may be invalid.

The [WARNING 66E] count exceeded the specified display limit of [5].

The [WARNING 125E] count exceeded the specified display limit of [5].

The [WARNING 160E] count exceeded the specified display limit of [5].

Node numbers given in the RESTRAINT specification on element 1220 TO 1710 are NOT ON this element. Make sure that this configuration is correct and does not result from a typographical error.

At intersection node 50 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

At intersection node 110 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

At intersection node 250 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

At intersection node 310 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

There is a GEOMETRIC INTERSECTION at node 450 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There is a GEOMETRIC INTERSECTION at node 840 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There is a GEOMETRIC INTERSECTION at node 1210 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There is a GEOMETRIC INTERSECTION at node 1710 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There are 4 PIPES framing into the intersection at 600. Please check for accuracy. No stress intensification intersection can be calculated.

There are 4 PIPES framing into the intersection at 700. Please check for accuracy. No stress intensification intersection can be calculated.

On element 150 TO 160 the reducer alpha value was not specified. CAESAR II will use a default value of: 19.611.

On reducer 0 TO 0 the D/t ratio is greater than 100 for the first diameter.

On reducer 0 TO 0 the D/t ratio is greater than 100 for the second diameter.

On element 350 TO 360 the reducer alpha value was not specified. CAESAR II will use a default value of: 19.611.

On element 350 TO 360 the reducer thickness does not match the thickness of the following element.

On reducer 0 TO 0 the D/t ratio is greater than 100 for the first diameter.

On reducer 0 TO 0 the D/t ratio is greater than 100 for the second diameter.

CENTER OF GRAVITY REPORT Total Wght X cg Y cg Z cg N. m. m. m. Pipe : 584139.5 1.1 -11.7 2.8 Insulation : 0.0 0.0 0.0 0.0 Refractory : 0.0 0.0 0.0 0.0 Fluid : 2311179.8 0.7 -12.2 2.6 Pipe+Ins+Rfrty : 584139.5 1.1 -11.7 2.8 Pipe+Fluid : 2895320.0 0.8 -12.1 2.7 Pipe+Ins+Rfrty+Fld: 2895320.0 0.8 -12.1 2.7

On element 40 TO 50 four consecutive elements have "allowable stresses" defined. This is typically unnecessary and usually indicates allowables are being defined on every element. You DO NOT need to do this!

Material allowable/yield data not available from the Material Database for the material/temperature used on element 10 TO 20. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 20 TO 30. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 30 TO 40. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 40 TO 50. Material properties may need to be entered explicitly.

Material allowable/yield data not available from the Material Database for the material/temperature used on element 50 TO 55. Material properties may need to be entered explicitly.

Element 170 TO 180 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 170 TO 180 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

Element 370 TO 380 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 370 TO 380 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

Element 400 TO 410 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 400 TO 410 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

Element 790 TO 800 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 790 TO 800 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

Element 1000 TO 1010 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

User entered value: on element 1000 TO 1010 The effective diameter of the expansion joint has not been properly set. This prevents the consideration of pressure thrust loads and may produce non-conservative results.

Node numbers given in the RESTRAINT specification on element 1220 TO 1710 are NOT ON this element. Make sure that this configuration is correct and does not result from a typographical error.

At intersection node 50 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

At intersection node 110 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

At intersection node 250 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

At intersection node 310 three pipes frame into a two pipe joint. The largest (D) and smallest (T) will be used unless a socket weld, then the largest (T) will be used also. This should produce conservative sif's.

There is a GEOMETRIC INTERSECTION at node 450 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There is a GEOMETRIC INTERSECTION at node 840 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There is a GEOMETRIC INTERSECTION at node 1210 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

There is a GEOMETRIC INTERSECTION at node 1710 and there was NO user defined INTERSECTION TYPE. Standard pipe flexibilities and SIF's = 1.0 will be used unless overridden by the user on each element framing into the intersection.

CENTER OF GRAVITY REPORT Total Wght X cg Y cg Z cg N. m. m. m. Pipe : 584139.5 1.1 -11.7 2.8 Insulation : 0.0 0.0 0.0 0.0 Refractory : 0.0 0.0 0.0 0.0 Fluid : 2311179.8 0.7 -12.2 2.6 Pipe+Ins+Rfrty : 584139.5 1.1 -11.7 2.8 Pipe+Fluid : 2895320.0 0.8 -12.1 2.7 Pipe+Ins+Rfrty+Fld: 2895320.0 0.8 -12.1 2.7

Element 170 TO 180 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

Element 370 TO 380 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

Element 400 TO 410 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

Element 790 TO 800 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

Element 1000 TO 1010 describes a FINITE LENGTH EXPANSION JOINT and BOTH the TRANSVERSE and BENDING stiffnesses are DEFINED. This can lead to solution problems, but is allowed to permit the modelling of rubber expansion joints. Typically the program would compute the value of the coefficient not entered.

CENTER OF GRAVITY REPORT Total Wght X cg Y cg Z cg N. m. m. m. Pipe : 584139.5 1.1 -11.7 2.8 Insulation : 0.0 0.0 0.0 0.0 Refractory : 0.0 0.0 0.0 0.0 Fluid : 2311179.8 0.7 -12.2 2.6 Pipe+Ins+Rfrty : 584139.5 1.1 -11.7 2.8 Pipe+Fluid : 2895320.0 0.8 -12.1 2.7 Pipe+Ins+Rfrty+Fld: 2895320.0 0.8 -12.1 2.7

CENTER OF GRAVITY REPORT Total Wght X cg Y cg Z cg N. m. m. m. Pipe : 584139.5 1.1 -11.7 2.8 Insulation : 0.0 0.0 0.0 0.0 Refractory : 0.0 0.0 0.0 0.0 Fluid : 2311179.8 0.7 -12.2 2.6 Pipe+Ins+Rfrty : 584139.5 1.1 -11.7 2.8 Pipe+Fluid : 2895320.0 0.8 -12.1 2.7 Pipe+Ins+Rfrty+Fld: 2895320.0 0.8 -12.1 2.7