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STAAD DEISGN OUT PUT FILE
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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 | |* *|
|****************************************************
