Tuesday, October 24, 2017, 02:26 AM

PAGE NO. 1

****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.50 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= OCT 24, 2017 *
* Time= 2:25:58 *
* *
* USER ID: Hewlett-Packard *
****************************************************

1. STAAD SPACE
INPUT FILE: F:\Works\Al Etimad\Hand Rail Design\WORKING\STAAD\Hand rail design.STD
2. START JOB INFORMATION
3. JOB NAME HAND RAIL DESIGN
4. ENGINEER DATE 22-OCT-17
5. ENGINEER NAME PSK
6. JOB CLIENT RYAN LOGISTICS OFFICE BLDG
7. END JOB INFORMATION
8. INPUT WIDTH 79
9. SET ITERLIM 50
10. UNIT METER KN
11. JOINT COORDINATES
12. 1 0 0 0; 2 0 1 0; 4 1.1 0 0; 5 1.1 1 0; 6 2.2 0 0; 7 2.2 1 0; 8 3.3 0 0
13. 9 3.3 1 0; 10 4.4 0 0; 11 4.4 1 0; 12 0 0.5 0; 13 1.1 0.5 0; 14 2.2 0.5 0
14. 15 3.3 0.5 0; 16 4.4 0.5 0
15. MEMBER INCIDENCES
16. 1 1 12; 2 4 13; 3 6 14; 4 8 15; 5 10 16; 6 2 5; 7 5 7; 8 7 9; 9 9 11; 10 12 2
17. 11 13 5; 12 12 13; 13 14 7; 14 13 14; 15 15 9; 16 14 15; 17 16 11; 18 15 16
18. DEFINE MATERIAL START
19. ISOTROPIC STEEL
20. E 2.05E+008
21. POISSON 0.3
22. DENSITY 78.5
23. ALPHA 1.2E-005
24. DAMP 0.03
25. END DEFINE MATERIAL
26. CONSTANTS
27. MATERIAL STEEL ALL
28. MEMBER PROPERTY BRITISH
29. 1 TO 18 TABLE ST TUB40402.5
30. ***********
31. ***********
32. ***
33. ****************************
34. SUPPORTS
35. 1 4 6 8 10 FIXED
36. LOAD 1 LOADTYPE DEAD TITLE LC1
37. SELFWEIGHT Y -1
38. ***

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39. LOAD 2 LOADTYPE LIVE REDUCIBLE TITLE LC2

40. MEMBER LOAD
41. 6 TO 9 UNI GZ 0.74
42. LOAD COMB 3 1.4LC1
43. 1 1.4
44. LOAD COMB 4 1.4LC1+1.6LC2
45. 1 1.4 2 1.6
46. LOAD COMB 5 1.0LC1
47. 1 1.0
48. LOAD COMB 6 1.0LC1+1.0LC2
49. 1 1.0 2 1.0
50. PERFORM ANALYSIS PRINT ALL

P R O B L E M S T A T I S T I C S
-----------------------------------

NUMBER OF JOINTS 15 NUMBER OF MEMBERS 18

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 5

SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER

TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 60

TOTAL LOAD COMBINATION CASES = 4 SO FAR.

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LOADING 1 LOADTYPE DEAD TITLE LC1

-----------

SELFWEIGHT Y -1.000

ACTUAL WEIGHT OF THE STRUCTURE = 0.399 KN

LOADING 2 LOADTYPE LIVE REDUCIBLE TITLE LC2

-----------

MEMBER LOAD - UNIT KN METE

MEMBER UDL L1 L2 CON L LIN1 LIN2

6 0.7400 GZ 0.00 1.10

7 0.7400 GZ 0.00 1.10
8 0.7400 GZ 0.00 1.10
9 0.7400 GZ 0.00 1.10

FOR LOADING - 1
APPLIED JOINT EQUIVALENT LOADS
JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z
1 0.00000E+00-7.22200E-03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
2 0.00000E+00-2.31104E-02 0.00000E+00 0.00000E+00 0.00000E+00-2.91287E-03
4 0.00000E+00-7.22200E-03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
5 0.00000E+00-3.89988E-02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
6 0.00000E+00-7.22200E-03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
7 0.00000E+00-3.89988E-02 0.00000E+00 0.00000E+00 0.00000E+00-6.31352E-10
8 0.00000E+00-7.22200E-03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
9 0.00000E+00-3.89988E-02 0.00000E+00 0.00000E+00 0.00000E+00 1.26270E-09
10 0.00000E+00-7.22200E-03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
11 0.00000E+00-2.31104E-02 0.00000E+00 0.00000E+00 0.00000E+00 2.91287E-03
12 0.00000E+00-3.03324E-02 0.00000E+00 0.00000E+00 0.00000E+00-2.91287E-03
13 0.00000E+00-4.62208E-02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
14 0.00000E+00-4.62208E-02 0.00000E+00 0.00000E+00 0.00000E+00-6.31352E-10
15 0.00000E+00-4.62208E-02 0.00000E+00 0.00000E+00 0.00000E+00 1.26270E-09
16 0.00000E+00-3.03324E-02 0.00000E+00 0.00000E+00 0.00000E+00 2.91287E-03

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1

LOADTYPE DEAD TITLE LC1

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.220000000E+01
Y = 0.659420285E+00
Z = 0.000000000E+00

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***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -0.40
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 0.00 MY= 0.00 MZ= -0.88

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 0.40
SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 0.00 MY= 0.00 MZ= 0.88

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)

MAXIMUMS AT NODE
X = 2.06192E-05 2
Y = -8.41450E-05 5
Z = 0.00000E+00 0
RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= -1.36373E-05 2

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/
INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1
FOR LOADING - 2
APPLIED JOINT EQUIVALENT LOADS
JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z
2 0.00000E+00 0.00000E+00 4.07000E-01 0.00000E+00-7.46167E-02 0.00000E+00
5 0.00000E+00 0.00000E+00 8.14000E-01 0.00000E+00-6.73442E-09 0.00000E+00
7 0.00000E+00 0.00000E+00 8.14000E-01 0.00000E+00-2.02033E-08 0.00000E+00
9 0.00000E+00 0.00000E+00 8.14000E-01 0.00000E+00 3.36721E-08 0.00000E+00
11 0.00000E+00 0.00000E+00 4.07000E-01 0.00000E+00 7.46167E-02 0.00000E+00

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

LOADTYPE LIVE REDUCIBLE TITLE LC2

CENTER OF FORCE BASED ON Z FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.220000004E+01
Y = 0.999999996E+00
Z = 0.000000000E+00

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STAAD SPACE -- PAGE NO. 5

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )

SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 0.00
SUMMATION FORCE-Z = 3.26

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 3.26 MY= -7.16 MZ= 0.00

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 )

SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 0.00
SUMMATION FORCE-Z = -3.26

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= -3.26 MY= 7.16 MZ= 0.00

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)

MAXIMUMS AT NODE
X = 0.00000E+00 0
Y = 0.00000E+00 0
Z = 1.45511E+00 7
RX= 2.14025E-02 7
RY= -4.06156E-03 2
RZ= 0.00000E+00 0

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/
INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1
1 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.42 0.51 -0.03 0.00 111111

4 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.78 0.73 -0.01 0.00 111111

6 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.84 0.78 -0.00 0.00 111111

8 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.78 0.73 0.01 0.00 111111

10 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.42 0.51 0.03 0.00 111111

LOAD COMBINATION NO. 3

1.4LC1

LOADING- 1.
FACTOR - 1.40

LOAD COMBINATION NO. 4

1.4LC1+1.6LC2

LOADING- 1. 2.
FACTOR - 1.40 1.60

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LOAD COMBINATION NO. 5

1.0LC1

LOADING- 1.
FACTOR - 1.00

LOAD COMBINATION NO. 6

1.0LC1+1.0LC2

LOADING- 1. 2.
FACTOR - 1.00 1.00

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

51. ***************************
52. PARAMETER 1
53. CODE BS5950
54. BEAM 3 ALL
55. CB 1 ALL
56. PY 275000 ALL
57. KY 1.5 MEMB 1 TO 5 10 11 13 15 17
58. KZ 1.5 MEMB 1 TO 5 10 11 13 15 17
59. CHECK CODE ALL

STAAD.Pro CODE CHECKING - (BSI )

***********************

PROGRAM CODE REVISION V2.13_5950-1_2000

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STAAD SPACE -- PAGE NO. 7

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1 ST TUB40402.5 PASS ANNEX I.1 0.576 4

0.08 C 0.81 0.00 -
2 ST TUB40402.5 PASS ANNEX I.1 0.826 4
0.13 C 1.17 0.00 -
3 ST TUB40402.5 PASS ANNEX I.1 0.885 4
0.13 C 1.25 0.00 -
4 ST TUB40402.5 PASS ANNEX I.1 0.826 4
0.13 C 1.17 0.00 -
5 ST TUB40402.5 PASS ANNEX I.1 0.576 4
0.08 C 0.81 0.00 -
6 ST TUB40402.5 PASS ANNEX I.1 0.087 4
0.01 C 0.12 0.00 -
7 ST TUB40402.5 PASS ANNEX I.1 0.077 4
0.01 C 0.10 0.00 -
8 ST TUB40402.5 PASS ANNEX I.1 0.077 4
0.01 C 0.10 0.00 -
9 ST TUB40402.5 PASS ANNEX I.1 0.087 4
0.01 C 0.12 0.00 -
10 ST TUB40402.5 PASS ANNEX I.1 0.296 4
0.04 C 0.41 0.00 -
11 ST TUB40402.5 PASS BS-4.8.3.3.3 0.412 4
0.07 C 0.58 0.00 -
12 ST TUB40402.5 PASS BS-4.9 0.026 4
0.00 T 0.03 0.00 0.00
13 ST TUB40402.5 PASS ANNEX I.1 0.433 4
0.06 C 0.61 0.00 -
14 ST TUB40402.5 PASS BS-4.8.2.2 0.022 4
0.01 T 0.03 -0.00 0.00
15 ST TUB40402.5 PASS BS-4.8.3.3.3 0.412 4
0.07 C 0.58 0.00 -
16 ST TUB40402.5 PASS BS-4.8.2.2 0.022 4
0.01 T -0.03 0.00 1.10
17 ST TUB40402.5 PASS ANNEX I.1 0.296 4
0.04 C 0.41 0.00 -
18 ST TUB40402.5 PASS BS-4.9 0.026 4
0.00 T 0.03 0.00 0.00

************** END OF TABULATED RESULT OF DESIGN **************

60. *****COLUMN

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STAAD SPACE -- PAGE NO. 8

61. *****MAIN BEAM

62. *******
63. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= OCT 24,2017 TIME= 2:26: 1 ****

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