ALL UNITS ARE - KG MMS (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 1 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 FA = 206.3 | | KL/R-Z= 33.8 + L2 fa = 0.4 | | UNL = 260.0 | L2 FCZ = 142.0 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.68 | L2 FCY = 165.0 | | CMZ = 0.77 + L2 L2 FTY = 165.0 | | FYLD = 250.0 |L2 fbz = 2.2 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 42.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 3.1 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.274 2 | | 0.11 C 0.1 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 1 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.274 2 11.27 C 11138.33 350.33 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 2 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 FA = 206.3 | | KL/R-Z= 33.8 + L2 fa = 1.8 | | UNL = 260.0 | FCZ = 142.0 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.71 | L2 FCY = 165.0 | | CMZ = 0.88 + L2 L2 FTY = 165.0 | | FYLD = 250.0 |L2 L2 fbz = 3.2 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 41.8 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 2.8 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.288 2 | | 0.56 C 0.1 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 2 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.288 2 57.58 C 11008.38 509.96 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 3 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | FA = 206.3 | | KL/R-Z= 33.8 + L2 fa = 0.2 | | UNL = 260.0 | FCZ = 142.0 | | C = 180.0 +L2 L2 FTZ = 165.0 | | CMY = 0.58 | L2 L2 FCY = 165.0 | | CMZ = 0.96 + L2 FTY = 165.0 | | FYLD = 250.0 | L2 L2 L2 fbz = 2.1 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 36.6 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 3.6 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.238 2 | | 0.07 C 0.1 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 3 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.238 2 6.88 C 9633.52 336.17 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 4 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + -------------| | KL/R-Y= 12.5 | L2 FA = 217.5 | | KL/R-Z= 25.3 + L2 L2 fa = 2.1 | | UNL = 194.5 | L2 FCZ = 143.2 | | C = 180.0 + L2 L2 FTZ = 165.0 | | CMY = 0.74 | FCY = 165.0 | | CMZ = 0.40 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 15.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 3.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 1.9 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.137 2 | | 0.65 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 4 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.137 2 66.52 C -797.17 2406.82 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 5 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== | | * SZ = 1.2 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | IN NEWT MM| |--------------- + L2 L2 -------------| | KL/R-Y= 12.5 | L2 L2 FA = 217.5 | | KL/R-Z= 25.3 + fa = 21.5 | | UNL = 194.5 | L2 L2 FCZ = 143.2 | | C = 180.0 + L2 L2 FTZ = 165.0 | | CMY = 0.68 | FCY = 165.0 | | CMZ = 0.40 + L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 6.9 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.9 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.192 2 | | 6.62 C 0.0 0.0 0.19 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 5 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.192 2 674.59 C -104.02 -843.59 194.45 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 6 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 29.2 | L2 FA = 169.9 | | KL/R-Z= 58.9 + fa = 12.7 | | UNL = 453.7 | L2 FCZ = 137.2 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.60 | FCY = 165.0 | | CMZ = 0.55 +L2 L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 L2 L2 fbz = 1.3 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.2 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.1 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.095 2 | | 3.89 C 0.0 0.0 0.45 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 6 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.095 2 397.03 C 44.42 207.30 453.73 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 7 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + -------------| | KL/R-Y= 12.5 | L2 FA = 217.5 | | KL/R-Z= 25.3 + L2 L2 fa = 2.8 | | UNL = 194.5 | L2 L2 FCZ = 143.2 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.77 | FCY = 165.0 | | CMZ = 0.40 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 15.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 3.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 1.9 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.142 2 | | 0.87 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 7 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.142 2 88.49 C 799.30 2405.77 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 8 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 FA = 206.3 | | KL/R-Z= 33.8 + fa = 0.2 | | UNL = 260.0 | L2 FCZ = 142.0 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.55 | FCY = 165.0 | | CMZ = 0.92 + L2 L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 L2 L2 fbz = 2.2 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 36.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 3.8 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.235 2 | | 0.06 C 0.1 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 8 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.235 2 6.19 C 9466.46 356.16 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 9 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 FA = 206.3 | | KL/R-Z= 33.8 + L2 fa = 0.5 | | UNL = 260.0 | FCZ = 142.0 | | C = 180.0 + L2 L2 FTZ = 165.0 | | CMY = 0.44 | L2 L2 FCY = 165.0 | | CMZ = 0.47 + L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 6.4 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 1.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.5 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.056 2 | | 0.15 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 9 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.056 2 15.68 C 341.73 1017.45 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 10 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== | | * SZ = 1.2 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 L2 FA = 103.8 | | KL/R-Z= 33.8 + fa = 7.8 | | UNL = 260.0 | L2 FCZ = 142.0 | | C = 400.0 + L2 FTZ = 165.0 | | CMY = 0.80 | L2 FCY = 165.0 | | CMZ = 0.58 + L2 FTY = 165.0 | | FYLD = 250.0 | L2 L2 fbz = 9.3 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.5 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-6.2 0.108 2 | | 2.39 T 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 10 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-6.2 0.108 2 243.36 T 900.61 1132.92 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 11 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== | | * SZ = 1.2 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 FA = 206.3 | | KL/R-Z= 33.8 + L2 fa = 1.9 | | UNL = 260.0 | FCZ = 142.0 | | C = 180.0 + L2 L2 FTZ = 165.0 | | CMY = 0.46 | L2 L2 FCY = 165.0 | | CMZ = 0.48 + FTY = 165.0 | | FYLD = 250.0 | L2 L2 fbz = 11.8 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.6 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.096 2 | | 0.58 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 11 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.096 2 59.37 C 164.53 -1434.01 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 12 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== | | * SZ = 1.2 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 16.8 | L2 FA = 103.8 | | KL/R-Z= 33.8 + L2 fa = 6.8 | | UNL = 260.0 | L2 FCZ = 142.0 | | C = 400.0 + L2 FTZ = 165.0 | | CMY = 0.75 | L2 FCY = 165.0 | | CMZ = 0.80 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 6.3 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.2 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-6.2 0.084 2 | | 2.09 T 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 12 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-6.2 0.084 2 213.59 T -997.29 772.57 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 13 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 L2 -------------| | KL/R-Y= 6.9 | L2 FA = 232.4 | | KL/R-Z= 13.9 + fa = 2.2 | | UNL = 107.0 | L2 FCZ = 144.4 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.47 | L2 FCY = 165.0 | | CMZ = 0.56 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 0.4 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 11.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 3.4 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.086 2 | | 0.69 C 0.0 0.0 0.11 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 13 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.086 2 69.91 C -2968.84 58.50 107.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 14 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 L2 -------------| | KL/R-Y= 6.9 | L2 FA = 232.4 | | KL/R-Z= 13.9 + fa = 0.6 | | UNL = 107.0 | L2 FCZ = 144.4 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.40 | L2 FCY = 165.0 | | CMZ = 0.95 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 2.7 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 4.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 1.5 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.048 2 | | 0.18 C 0.0 0.0 0.11 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 14 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.048 2 18.12 C -1121.25 433.96 107.01 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 15 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | IN NEWT MM| |--------------- +L2 -------------| | KL/R-Y= 6.9 | L2 FA = 232.4 | | KL/R-Z= 13.9 + L2 fa = 0.7 | | UNL = 107.0 | L2 FCZ = 144.4 | | C = 180.0 + L2 L2 FTZ = 165.0 | | CMY = 0.44 | FCY = 165.0 | | CMZ = 1.00 + L2 L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 2.8 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 3.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 1.1 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.045 2 | | 0.23 C 0.0 0.0 0.11 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 15 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.045 2 23.34 C 879.41 456.27 107.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 16 * | INDIAN SECTIONS | AX = 3.1 | | * | ST ISA40X40X4 | --Z AY = 1.1 | |DESIGN CODE * | | AZ = 1.1 | |IS-800-DRAFT* =============================== SY = 2.6 | | * SZ = 1.6 | | * || RY = 1.6 | |************* RZ = 0.8 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 6.9 | L2 L2 FA = 232.4 | | KL/R-Z= 13.9 + fa = 2.6 | | UNL = 107.0 | L2 FCZ = 144.4 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.56 | FCY = 165.0 | | CMZ = 0.55 + L2 L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 0.3 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 13.1 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 3.3 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.099 2 | | 0.80 C 0.0 0.0 0.11 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 16 ST ISA40X40X4 (INDIAN SECTIONS) PASS IS-7.1.2 0.099 2 81.99 C 3452.85 53.82 107.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 17 * | AISC SECTIONS | AX = 1.9 | | * | PRI SMAT | --Z AY = 1.6 | |DESIGN CODE * | | AZ = 1.6 | |IS-800-DRAFT* =============================== SY = 0.2 | | * SZ = 1.2 | | * || RY = 0.1 | |************* RZ = 1.1 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 L2 -------------| | KL/R-Y= 69.3 | L2 FA = 153.4 | | KL/R-Z= 9.1 + fa = 0.4 | | UNL = 100.0 | L2 FCZ = 134.6 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.40 | L2 FCY = 165.0 | | CMZ = 0.57 +L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 3.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 12.8 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.2 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.103 2 | | 0.08 C 0.0 0.0 0.10 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 17 PRI SMAT (AISC SECTIONS) PASS IS-7.1.2 0.103 2 8.58 C -207.16 -362.17 100.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 18 * | AISC SECTIONS | AX = 1.9 | | * | PRI SMAT | --Z AY = 1.6 | |DESIGN CODE * | | AZ = 1.6 | |IS-800-DRAFT* =============================== SY = 0.2 | | * SZ = 1.2 | | * || RY = 0.1 | |************* RZ = 1.1 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 69.3 | L2 FA = 153.4 | | KL/R-Z= 9.1 + L2 fa = 1.0 | | UNL = 100.0 | FCZ = 134.6 | | C = 180.0 +L2 L2 FTZ = 165.0 | | CMY = 0.62 | L2 L2 FCY = 165.0 | | CMZ = 0.46 + L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 0.8 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 2.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.2 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.027 2 | | 0.18 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 18 PRI SMAT (AISC SECTIONS) PASS IS-7.1.2 0.027 2 18.73 C 37.19 -102.22 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 19 * | AISC SECTIONS | AX = 1.9 | | * | PRI SMAT | --Z AY = 1.6 | |DESIGN CODE * | | AZ = 1.6 | |IS-800-DRAFT* =============================== SY = 0.2 | | * SZ = 1.2 | | * || RY = 0.1 | |************* RZ = 1.1 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + -------------| | KL/R-Y= 69.3 | L2 FA = 64.2 | | KL/R-Z= 9.1 +L2 L2 fa = 0.3 | | UNL = 100.0 | L2 FCZ = 134.6 | | C = 400.0 + L2 FTZ = 165.0 | | CMY = 0.48 | L2 FCY = 165.0 | | CMZ = 0.40 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 2.6 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.6 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.3 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-6.2 0.022 2 | | 0.05 T 0.0 0.0 0.10 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 19 PRI SMAT (AISC SECTIONS) PASS IS-6.2 0.022 2 5.28 T -10.01 323.79 100.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 20 * | AISC SECTIONS | AX = 1.9 | | * | PRI SMAT | --Z AY = 1.6 | |DESIGN CODE * | | AZ = 1.6 | |IS-800-DRAFT* =============================== SY = 0.2 | | * SZ = 1.2 | | * || RY = 0.1 | |************* RZ = 1.1 | | | | 0.0( KN-METR) | |PARAMETER |L2 STRESSES | |IN NEWT MM | L2 L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 98.0 | L2 FA = 109.7 | | KL/R-Z= 12.9 + fa = 0.3 | | UNL = 141.4 | L2 FCZ = 105.5 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.40 | L2 FCY = 165.0 | | CMZ = 0.57 + L2 FTY = 165.0 | | FYLD = 250.0 | L2 L2 fbz = 1.6 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 3.1 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.1 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.036 2 | | 0.06 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 20 PRI SMAT (AISC SECTIONS) PASS IS-7.1.2 0.036 2 5.88 C 50.12 -190.23 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 21 * | AISC SECTIONS | AX = 1.9 | | * | PRI SMAT | --Z AY = 1.6 | |DESIGN CODE * | | AZ = 1.6 | |IS-800-DRAFT* =============================== SY = 0.2 | | * SZ = 1.2 | | * || RY = 0.1 | |************* RZ = 1.1 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 69.3 | FA = 153.4 | | KL/R-Z= 9.1 + L2 fa = 1.0 | | UNL = 100.0 | L2 FCZ = 134.6 | | C = 180.0 +L2 FTZ = 165.0 | | CMY = 0.62 | L2 L2 FCY = 165.0 | | CMZ = 0.43 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 1.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 2.3 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.2 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.028 2 | | 0.18 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 21 PRI SMAT (AISC SECTIONS) PASS IS-7.1.2 0.028 2 18.62 C -37.38 -124.21 0.00 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 22 * | INDIAN SECTIONS | AX = 1.8 | | * | ST ISA25X25X4 | --Z AY = 0.7 | |DESIGN CODE * | | AZ = 0.7 | |IS-800-DRAFT* =============================== SY = 0.9 | | * SZ = 0.6 | | * || RY = 1.0 | |************* RZ = 0.5 | | | | 0.0( KN-METR) | |PARAMETER | L2 STRESSES | |IN NEWT MM | L2 IN NEWT MM| |--------------- + L2 -------------| | KL/R-Y= 36.9 |L2 FA = 144.6 | | KL/R-Z= 74.8 + L2 fa = 0.1 | | UNL = 351.4 | L2 L2 FCZ = 150.9 | | C = 180.0 + L2 FTZ = 165.0 | | CMY = 0.40 | FCY = 165.0 | | CMZ = 0.40 + L2 L2 FTY = 165.0 | | FYLD = 250.0 | L2 fbz = 0.5 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 1.4 | | DFF = 0.0 0.0 FV = 100.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE fv = 0.1 | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS IS-7.1.2 0.012 2 | | 0.02 C 0.0 0.0 0.00 | |* *| |****************************************************