Week 2 Challenge

Aim : To analyse the given T girder RCC bridge for IRC live loads.

Introduction : The given T girder bridge has a total length of 24m divided into 3 spans of 8m. The bridge has a deck of width 7m and circular pier of diameter 2m. The bridge is to be modelled in staad pro and analysed for IRC live load.

Procedure : As per IRC 6 Clause 204 Class A train will be analysed for the given bridge in Staad Pro.

Step 1 : Modelling of the given bridge in Staad pro

Open Staad pro, in the main window left side click on geometry tab create1st node at 0,0,0 (X,Y,Z) where x,y,z are longitudinal, vertical and transverse axis respectively. Assuming 10m pier height create 2nd node at 0,10,0 now go to geometry tab at the top menu bar and select add beam from point to point and connect node 1 and node 2, now pier of 10m height is created.

Now go to support tab in the left menu bar and click of generate fixed support assign the support to the bottom of the pier.

Click on property tab in left select circle of diameter 2m click on create and assign it to the pier.

Now since pier cap details are not given we assign pier to each girder base at a distance of 1.9m transversely. Select the pier and click on translational repeat a dialog box pops up select Z axis and no.of steps as 3 and distance as 1.9m click on OK now 4 piers are created in transverse direction.

Since the bridge has 3 spans of 8m each select the 4 piers and again click on translational repeat click on X axis and no of steps as 3 and distance as 8m and click on OK. For main girder connect all the pier in longitudinal direction by adding beams across and create a property of T girder with top flange dimension 1.3x0.2m and web dimension 0.5x1.7m. Now connect pier in transverse direction by adding beams and assigning proerty as 1.7x0.3m known as cross girders. Now the model is ready as shown below.

Property of T girder

Property for rectangle

Step 2 : Addition of Live load in Staad

As per IRC 6 Class A vehicle is selected for analysis of the bridge which is as shown below.

The given loading of the vehicle is the axle load so in staad we divide it by 2 and apply as single wheel load and input width of vehicle as 1.8m as per code.

The vehicle is given properties as follows

Load generation is done as follows: Length of vehicle + Length of bridge = 18.8+24=42.8 so giving 50 generations of 1m increment.

The distance of 2nd wheel from crash barrier is given as x range for placement of vehicle in 1st lane i.e 0.35+0.15+0.5/2+1.8=2.55m from end of crash barrier.

Now the bridge is analysed

Results: Maximum Bending moment and shear forcec as per staad analysis is shown below

Max MZ for pier

Max Axial Force for Pier

Report:

Staad Input file

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jul-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 10 0; 3 0 0 1.9; 4 0 10 1.9; 5 0 0 3.8; 6 0 10 3.8; 7 0 0 5.7;
8 0 10 5.7; 9 8 0 0; 10 8 10 0; 11 8 0 1.9; 12 8 10 1.9; 13 8 0 3.8;
14 8 10 3.8; 15 8 0 5.7; 16 8 10 5.7; 17 16 0 0; 18 16 10 0; 19 16 0 1.9;
20 16 10 1.9; 21 16 0 3.8; 22 16 10 3.8; 23 16 0 5.7; 24 16 10 5.7; 25 24 0 0;
26 24 10 0; 27 24 0 1.9; 28 24 10 1.9; 29 24 0 3.8; 30 24 10 3.8; 31 24 0 5.7;
32 24 10 5.7;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16; 9 17 18;
10 19 20; 11 21 22; 12 23 24; 13 25 26; 14 27 28; 15 29 30; 16 31 32; 17 2 10;
18 10 18; 19 18 26; 20 4 12; 21 12 20; 22 20 28; 23 6 14; 24 14 22; 25 22 30;
26 8 16; 27 16 24; 28 24 32; 29 2 4; 30 4 6; 31 6 8; 32 10 12; 33 12 14;
34 14 16; 35 18 20; 36 20 22; 37 22 24; 38 26 28; 39 28 30; 40 30 32;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 16 PRIS YD 2
17 TO 28 PRIS YD 1.9 ZD 1.5 YB 1.7 ZB 0.5
29 TO 40 PRIS YD 1.5 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 FIXED
DEFINE MOVING LOAD
TYPE 1 LOAD 13.239 13.239 55.8979 55.8979 33.3426 33.3426 33.3426 33.3426
DIST 1.1 3.2 1.2 4.3 3 3 3 WID 1.8
LOAD 1 LOADTYPE Live TITLE CLASS A
LOAD GENERATION 50
TYPE 1 -20 10 2.55 XINC 1
PERFORM ANALYSIS PRINT STATICS CHECK
FINISH

Staad Output

STAAD SPACE -- PAGE NO. 3

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1
LOADTYPE LIVE TITLE CLASS A


***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00

STAAD SPACE -- PAGE NO. 4

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 3

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 3 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 3 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 3)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 4

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.223999377E+00
Y = 0.100000003E+02
Z = 0.164999990E+01
STAAD SPACE -- PAGE NO. 5

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 4 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -66.69
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 110.03 MY= 0.00 MZ= -53.35


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 4 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 66.69
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -110.03 MY= 0.00 MZ= 53.35


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 4)
MAXIMUMS AT NODE
X = 2.34513E-04 4
Y = -4.18228E-04 4
Z = -1.38327E-04 8
RX= -5.48654E-07 6
RY= -1.26565E-07 6
RZ= -2.23542E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 5

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.103274815E+01
Y = 0.100000003E+02
Z = 0.164999994E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 5 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -66.69
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 110.03 MY= 0.00 MZ= -120.03


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 5 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 66.69
SUMMATION FORCE-Z = 0.00
STAAD SPACE -- PAGE NO. 6

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -110.03 MY= 0.00 MZ= 120.03


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 5)
MAXIMUMS AT NODE
X = 3.96346E-04 4
Y = -3.64878E-04 4
Z = -1.28750E-04 8
RX= -4.87035E-07 6
RY= -1.70452E-07 6
RZ= -4.03564E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 6

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.225399918E+01
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 6 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -66.69
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 110.03 MY= 0.00 MZ= -186.72


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 6 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 66.69
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -110.03 MY= 0.00 MZ= 186.72


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 6)
MAXIMUMS AT NODE
X = 3.80502E-04 4
Y = -3.01214E-04 4
Z = -1.12262E-04 8
RX= -4.08240E-07 6
RY= -1.52782E-07 6
RZ= -4.59320E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 7

STAAD SPACE -- PAGE NO. 7

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.196212401E+01
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 7 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -133.37
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 220.06 MY= 0.00 MZ= -306.75


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 7 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 133.37
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -220.06 MY= 0.00 MZ= 306.75


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 7)
MAXIMUMS AT NODE
X = 4.88389E-04 4
Y = -6.50719E-04 4
Z = -2.30120E-04 8
RX= -8.69062E-07 6
RY= -2.23274E-07 6
RZ= -6.47564E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 8

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.310837495E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 8 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -133.37
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 220.06 MY= 0.00 MZ= -440.12

STAAD SPACE -- PAGE NO. 8

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 8 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 133.37
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -220.06 MY= 0.00 MZ= 440.12


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 8)
MAXIMUMS AT NODE
X = 4.79714E-04 4
Y = -5.28841E-04 4
Z = -1.99024E-04 8
RX= -7.18714E-07 6
RY= -1.95832E-07 6
RZ= -7.34448E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 9

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.438587419E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 9 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -133.37
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 220.06 MY= 0.00 MZ= -573.49


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 9 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 133.37
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -220.06 MY= 0.00 MZ= 573.49

STAAD SPACE -- PAGE NO. 9

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 9)
MAXIMUMS AT NODE
X = 3.16374E-04 4
Y = -5.39299E-04 12
Z = -1.62900E-04 8
RX= -6.85992E-07 14
RY= -1.14731E-07 6
RZ= -6.72439E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 10

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.381274962E+01
Y = 0.100000003E+02
Z = 0.164999993E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 10 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -200.06
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 330.09 MY= 0.00 MZ= -760.21


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 10 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 200.06
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -330.09 MY= 0.00 MZ= 760.21


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 10)
MAXIMUMS AT NODE
X = 3.66678E-04 4
Y = -6.99235E-04 4
Z = -2.65934E-04 8
RX= -9.53150E-07 6
RY= -1.52838E-07 6
RZ= -7.51505E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 11

STAAD SPACE -- PAGE NO. 10

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.473400009E+01
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 11 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -200.06
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 330.09 MY= 0.00 MZ= -960.27


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 11 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 200.06
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -330.09 MY= 0.00 MZ= 960.27


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 11)
MAXIMUMS AT NODE
X = 4.57228E-04 4
Y = -8.47428E-04 12
Z = -2.44217E-04 16
RX= -1.07476E-06 14
RY= -1.47209E-07 6
RZ= -7.71009E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 12

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.566525009E+01
Y = 0.100000003E+02
Z = 0.164999993E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 12 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -200.06
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 330.09 MY= 0.00 MZ= -1160.32

STAAD SPACE -- PAGE NO. 11

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 12 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 200.06
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -330.09 MY= 0.00 MZ= 1160.32


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 12)
MAXIMUMS AT NODE
X = 4.80732E-04 4
Y = -9.68671E-04 12
Z = -2.68252E-04 16
RX= -1.21719E-06 14
RY= -1.55150E-07 22
RZ= -6.88095E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 13

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.511774954E+01
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 13 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 440.12 MY= 0.00 MZ= -1413.73


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 13 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -440.12 MY= 0.00 MZ= 1413.73

STAAD SPACE -- PAGE NO. 12

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 13)
MAXIMUMS AT NODE
X = 5.79868E-04 4
Y = -1.08878E-03 12
Z = -3.18269E-04 16
RX= -1.38544E-06 14
RY= -1.82810E-07 22
RZ= -7.49717E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 14

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.611399992E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 14 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 440.12 MY= 0.00 MZ= -1680.47


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 14 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -440.12 MY= 0.00 MZ= 1680.47


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 14)
MAXIMUMS AT NODE
X = 6.17832E-04 4
Y = -1.17962E-03 12
Z = -3.36005E-04 16
RX= -1.49188E-06 14
RY= -1.90205E-07 22
RZ= -7.54721E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 15

STAAD SPACE -- PAGE NO. 13

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.717399929E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 15 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 440.12 MY= 0.00 MZ= -1947.21


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 15 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -440.12 MY= 0.00 MZ= 1947.21


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 15)
MAXIMUMS AT NODE
X = 5.32290E-04 4
Y = -1.22969E-03 12
Z = -3.45931E-04 16
RX= -1.55074E-06 14
RY= -1.74053E-07 22
RZ= -6.61303E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 16

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.835774920E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 16 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 440.12 MY= 0.00 MZ= -2213.95

STAAD SPACE -- PAGE NO. 14

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 16 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 266.74
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -440.12 MY= 0.00 MZ= 2213.95


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 16)
MAXIMUMS AT NODE
X = 2.76359E-04 4
Y = -1.23492E-03 12
Z = -3.47135E-04 16
RX= -1.55717E-06 14
RY= -1.37797E-07 24
RZ= -4.93928E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 17

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.671043982E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 17 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -378.54
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 624.59 MY= 0.00 MZ= -2536.59


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 17 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 378.54
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -624.59 MY= 0.00 MZ= 2536.59

STAAD SPACE -- PAGE NO. 15

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 17)
MAXIMUMS AT NODE
X = 3.02293E-04 4
Y = -1.23999E-03 12
Z = -3.92279E-04 16
RX= -1.60888E-06 14
RY= -1.45569E-07 24
RZ= -5.54831E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 18

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.588184552E+01
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 18 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -490.33
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 809.05 MY= 0.00 MZ= -2948.66


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 18 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 490.33
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -809.05 MY= 0.00 MZ= 2948.66


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 18)
MAXIMUMS AT NODE
X = 7.17184E-04 4
Y = -1.44821E-03 4
Z = -5.44382E-04 8
RX= -1.96756E-06 6
RY= -2.95298E-07 6
RZ= -9.16953E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 19

STAAD SPACE -- PAGE NO. 16

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.676926315E+01
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 19 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -490.33
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 809.05 MY= 0.00 MZ= -3439.00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 19 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 490.33
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -809.05 MY= 0.00 MZ= 3439.00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 19)
MAXIMUMS AT NODE
X = 1.21586E-03 4
Y = -1.36191E-03 12
Z = -4.88118E-04 8
RX= -1.79436E-06 14
RY= -4.25430E-07 6
RZ= -1.37785E-05 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 20

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.776891040E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 20 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -490.33
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 809.05 MY= 0.00 MZ= -3929.33

STAAD SPACE -- PAGE NO. 17

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 20 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 490.33
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -809.05 MY= 0.00 MZ= 3929.33


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 20)
MAXIMUMS AT NODE
X = 1.27974E-03 4
Y = -1.46350E-03 12
Z = -4.75975E-04 16
RX= -1.91179E-06 14
RY= -4.06014E-07 6
RZ= -1.48494E-05 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 21

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.843776825E+01
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 21 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -516.81
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 852.74 MY= 0.00 MZ= -4422.31


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 21 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 516.81
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -852.74 MY= 0.00 MZ= 4422.31

STAAD SPACE -- PAGE NO. 18

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 21)
MAXIMUMS AT NODE
X = 9.50354E-04 4
Y = -1.55972E-03 12
Z = -5.02876E-04 16
RX= -2.03315E-06 14
RY= -2.81167E-07 6
RZ= -1.34434E-05 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 22

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.912962993E+01
Y = 0.100000003E+02
Z = 0.164438037E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 22 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 896.43 MY= 0.00 MZ= -4939.12


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 22 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -896.43 MY= 0.00 MZ= 4939.12


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 22)
MAXIMUMS AT NODE
X = 4.79311E-04 4
Y = -1.65535E-03 12
Z = -5.13658E-04 16
RX= -2.14031E-06 14
RY= 1.73159E-07 2
RZ= -1.12638E-05 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 23

STAAD SPACE -- PAGE NO. 19

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.102378232E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 23 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 896.43 MY= 0.00 MZ= -5482.41


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 23 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -896.43 MY= 0.00 MZ= 5482.41


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 23)
MAXIMUMS AT NODE
X = -3.29241E-04 28
Y = -1.74522E-03 12
Z = -5.41486E-04 16
RX= -2.25355E-06 14
RY= 1.58858E-07 2
RZ= -9.18206E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 24

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.113049361E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 24 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 896.43 MY= 0.00 MZ= -6025.70

STAAD SPACE -- PAGE NO. 20

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 24 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -896.43 MY= 0.00 MZ= 6025.70


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 24)
MAXIMUMS AT NODE
X = -6.12403E-04 28
Y = -1.79811E-03 12
Z = -5.45588E-04 16
RX= -2.30928E-06 14
RY= 1.88655E-07 8
RZ= -6.41656E-06 4


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 25

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.121857330E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 25 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 896.43 MY= 0.00 MZ= -6568.98


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 25 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -896.43 MY= 0.00 MZ= 6568.98

STAAD SPACE -- PAGE NO. 21

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 25)
MAXIMUMS AT NODE
X = -4.97746E-04 28
Y = -1.79679E-03 12
Z = -5.38183E-04 16
RX= -2.30023E-06 14
RY= 1.93371E-07 8
RZ= 7.12026E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 26

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.129970186E+02
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 26 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 896.43 MY= 0.00 MZ= -7112.27


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 26 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -896.43 MY= 0.00 MZ= 7112.27


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 26)
MAXIMUMS AT NODE
X = 2.60682E-04 4
Y = -1.72720E-03 12
Z = -5.16787E-04 16
RX= -2.21032E-06 14
RY= 1.98298E-07 2
RZ= 7.04638E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 27

STAAD SPACE -- PAGE NO. 22

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.139305466E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 27 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 896.43 MY= 0.00 MZ= -7655.56


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 27 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 543.29
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -896.43 MY= 0.00 MZ= 7655.56


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 27)
MAXIMUMS AT NODE
X = 3.87947E-04 4
Y = -1.58328E-03 12
Z = -4.80291E-04 16
RX= -2.03279E-06 14
RY= 1.93224E-07 2
RZ= -7.59413E-06 12


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 28

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.136376264E+02
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 28 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -476.60
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 786.40 MY= 0.00 MZ= -6545.06

STAAD SPACE -- PAGE NO. 23

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 28 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 476.60
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -786.40 MY= 0.00 MZ= 6545.06


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 28)
MAXIMUMS AT NODE
X = -2.81068E-04 28
Y = -1.44210E-03 20
Z = -4.66630E-04 24
RX= -1.88179E-06 22
RY= 1.75624E-07 2
RZ= -8.68825E-06 12


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 29

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.147473165E+02
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 29 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -476.60
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 786.40 MY= 0.00 MZ= -7021.66


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 29 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 476.60
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -786.40 MY= 0.00 MZ= 7021.66

STAAD SPACE -- PAGE NO. 24

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 29)
MAXIMUMS AT NODE
X = -4.96484E-04 28
Y = -1.55973E-03 20
Z = -4.91909E-04 24
RX= -2.02195E-06 22
RY= 1.78715E-07 16
RZ= -8.86438E-06 12


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 30

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.158529695E+02
Y = 0.100000003E+02
Z = 0.164359408E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 30 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -476.60
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 786.40 MY= 0.00 MZ= -7498.26


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 30 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 476.60
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -786.40 MY= 0.00 MZ= 7498.26


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 30)
MAXIMUMS AT NODE
X = -6.11138E-04 28
Y = -1.66589E-03 20
Z = -4.99844E-04 24
RX= -2.13607E-06 22
RY= 2.08672E-07 16
RZ= -8.24011E-06 12


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 31

STAAD SPACE -- PAGE NO. 25

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.157246552E+02
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 31 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -409.92
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 676.36 MY= 0.00 MZ= -6321.07


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 31 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 409.92
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -676.36 MY= 0.00 MZ= 6321.07


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 31)
MAXIMUMS AT NODE
X = -9.38297E-04 28
Y = -1.76824E-03 20
Z = -5.08136E-04 24
RX= -2.24073E-06 22
RY= 2.81882E-07 14
RZ= 6.83157E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 32

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.167660178E+02
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 32 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -409.92
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 676.36 MY= 0.00 MZ= -6730.99

STAAD SPACE -- PAGE NO. 26

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 32 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 409.92
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -676.36 MY= 0.00 MZ= 6730.99


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 32)
MAXIMUMS AT NODE
X = -9.79237E-04 28
Y = -1.83448E-03 20
Z = -5.21507E-04 24
RX= -2.31883E-06 22
RY= 3.09990E-07 14
RZ= 7.14828E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 33

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.175177451E+02
Y = 0.100000003E+02
Z = 0.164999993E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 33 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -409.92
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 676.36 MY= 0.00 MZ= -7140.91


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 33 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 409.92
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -676.36 MY= 0.00 MZ= 7140.91

STAAD SPACE -- PAGE NO. 27

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 33)
MAXIMUMS AT NODE
X = -4.76573E-04 28
Y = -1.83246E-03 20
Z = -5.21643E-04 24
RX= -2.31735E-06 22
RY= 2.31257E-07 14
RZ= 5.86308E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 34

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.170244243E+02
Y = 0.100000003E+02
Z = 0.164999993E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 34 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -343.23
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 566.33 MY= 0.00 MZ= -5897.03


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 34 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 343.23
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -566.33 MY= 0.00 MZ= 5897.03


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 34)
MAXIMUMS AT NODE
X = -2.11488E-04 28
Y = -1.76791E-03 20
Z = -4.82071E-04 24
RX= -2.21398E-06 22
RY= 1.91090E-07 16
RZ= 7.12900E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 35

STAAD SPACE -- PAGE NO. 28

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.179651081E+02
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 35 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -343.23
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 566.33 MY= 0.00 MZ= -6240.27


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 35 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 343.23
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -566.33 MY= 0.00 MZ= 6240.27


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 35)
MAXIMUMS AT NODE
X = -2.16837E-04 28
Y = -1.63308E-03 20
Z = -4.55132E-04 24
RX= -2.05540E-06 22
RY= 1.77274E-07 16
RZ= 9.11663E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 36

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.190154511E+02
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 36 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -343.23
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 566.33 MY= 0.00 MZ= -6583.50

STAAD SPACE -- PAGE NO. 29

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 36 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 343.23
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -566.33 MY= 0.00 MZ= 6583.50


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 36)
MAXIMUMS AT NODE
X = -3.15798E-04 28
Y = -1.43857E-03 20
Z = -4.16683E-04 24
RX= -1.82691E-06 22
RY= 1.67578E-07 16
RZ= 1.03131E-05 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 37

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.190829606E+02
Y = 0.100000003E+02
Z = 0.164999991E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 37 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 456.30 MY= 0.00 MZ= -5272.94


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 37 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -456.30 MY= 0.00 MZ= 5272.94

STAAD SPACE -- PAGE NO. 30

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 37)
MAXIMUMS AT NODE
X = -7.43265E-04 28
Y = -1.21845E-03 20
Z = -3.46082E-04 24
RX= -1.54008E-06 22
RY= 2.37719E-07 30
RZ= 1.33246E-05 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 38

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.203220144E+02
Y = 0.100000003E+02
Z = 0.163896009E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 38 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 456.30 MY= 0.00 MZ= -5549.49


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 38 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -456.30 MY= 0.00 MZ= 5549.49


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 38)
MAXIMUMS AT NODE
X = -1.08386E-03 28
Y = -9.83480E-04 20
Z = -3.65033E-04 32
RX= -1.39670E-06 22
RY= 4.27017E-07 30
RZ= 1.53322E-05 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 39

STAAD SPACE -- PAGE NO. 31

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.214766908E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 39 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 456.30 MY= 0.00 MZ= -5826.03


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 39 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -456.30 MY= 0.00 MZ= 5826.03


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 39)
MAXIMUMS AT NODE
X = -1.19414E-03 28
Y = -1.21048E-03 28
Z = -4.46239E-04 32
RX= -1.63549E-06 30
RY= 4.93570E-07 30
RZ= 1.49299E-05 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 40

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.224313019E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 40 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 456.30 MY= 0.00 MZ= -6102.58

STAAD SPACE -- PAGE NO. 32

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 40 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 276.55
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -456.30 MY= 0.00 MZ= 6102.58


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 40)
MAXIMUMS AT NODE
X = -8.82153E-04 28
Y = -1.44282E-03 28
Z = -4.97587E-04 32
RX= -1.91385E-06 30
RY= 4.36175E-07 30
RZ= 1.09414E-05 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 41

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.223849225E+02
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 41 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -164.75
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 271.84 MY= 0.00 MZ= -3640.13


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 41 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 164.75
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -271.84 MY= 0.00 MZ= 3640.13

STAAD SPACE -- PAGE NO. 33

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 41)
MAXIMUMS AT NODE
X = -4.59510E-04 28
Y = -8.58209E-04 28
Z = -2.94519E-04 32
RX= -1.13687E-06 30
RY= 2.37839E-07 30
RZ= 6.18850E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 42

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.208042019E+02
Y = 0.100000003E+02
Z = 0.164999990E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 42 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -52.96
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 87.38 MY= 0.00 MZ= -1088.25


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 42 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 52.96
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -87.38 MY= 0.00 MZ= 1088.25


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 42)
MAXIMUMS AT NODE
X = -2.35403E-04 28
Y = -2.03724E-04 28
Z = -7.85481E-05 32
RX= -2.78816E-07 30
RY= 9.18968E-08 30
RZ= 3.44766E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 43

STAAD SPACE -- PAGE NO. 34

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.221646699E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 43 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -52.96
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 87.38 MY= 0.00 MZ= -1141.20


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 43 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 52.96
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -87.38 MY= 0.00 MZ= 1141.20


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 43)
MAXIMUMS AT NODE
X = -3.03176E-04 28
Y = -2.56736E-04 28
Z = -9.36093E-05 32
RX= -3.45811E-07 30
RY= 1.25062E-07 30
RZ= 3.46500E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 44

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.232345150E+02
Y = 0.100000003E+02
Z = 0.164999993E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 44 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -52.96
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 87.38 MY= 0.00 MZ= -1194.16

STAAD SPACE -- PAGE NO. 35

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 44 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 52.96
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -87.38 MY= 0.00 MZ= 1194.16


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 44)
MAXIMUMS AT NODE
X = -2.64382E-04 28
Y = -3.04270E-04 28
Z = -1.04695E-04 32
RX= -4.03367E-07 30
RY= 1.21296E-07 30
RZ= 2.66696E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 45

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.236562492E+02
Y = 0.100000003E+02
Z = 0.164999992E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 45 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -26.48
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 43.69 MY= 0.00 MZ= -608.99


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 45 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 26.48
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -43.69 MY= 0.00 MZ= 608.99

STAAD SPACE -- PAGE NO. 36

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 45)
MAXIMUMS AT NODE
X = -1.12886E-04 28
Y = -1.62253E-04 28
Z = -5.44389E-05 32
RX= -2.13656E-07 30
RY= 5.61357E-08 30
RZ= 1.07636E-06 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 46

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.239999999E+02
Y = 0.100000003E+02
Z = 0.153469524E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 46 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -26.48
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 43.69 MY= 0.00 MZ= -635.47


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 46 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 26.48
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -43.69 MY= 0.00 MZ= 635.47


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 46)
MAXIMUMS AT NODE
X = 2.79567E-05 28
Y = -1.88618E-04 28
Z = 3.60826E-05 26
RX= 5.46508E-07 26
RY= -1.56328E-08 26
RZ= -1.34786E-07 28


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 47

STAAD SPACE -- PAGE NO. 37

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 47 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 47 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 47)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 48

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 48 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 48 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00

STAAD SPACE -- PAGE NO. 38

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 48)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 49

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 49 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 49 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 49)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 50

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 50 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00

STAAD SPACE -- PAGE NO. 39

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 50 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 50)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 51

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 51 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 51 )
SUMMATION FORCE-X = 0.0000000E+00
SUMMATION FORCE-Y = 0.0000000E+00
SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00


MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 51)
MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0



************ END OF DATA FROM INTERNAL STORAGE ************


43. FINISH