how to design structure

21. Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
001 1
Ground Floor Design
Syed Yusuf Ali
F Junaid 03-Apr-18
04-Apr-2018 14:56
Saud bhai GF.std
Print Time/Date: 04/04/2018 15:46 Print Run 1 of 1
STAAD.Pro for Windows 20.07.04.12
Job Information
Engineer Checked Approved
Name: F Junaid
Date: 03-Apr-18
Comments
This design is only for ground floor with the same slab as per GF archetectural plan.
Due to technical difficulties First Floor has not been included in the design and analysis.
Structure Type SPACE FRAME
Number of Nodes 67 Highest Node 90
Number of Elements 104 Highest Beam 157
Number of Basic Load Cases 2
Number of Combination Load Cases 0
Included in this printout are data for:
All The Whole Structure

22. C:UsersMohammedAbdulJunaidDesktopSaud Bhai ProjectStaadSaud bhai GF.std 04/04/18 14:56:09
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Apr-18
JOB NAME Ground Floor Design
JOB CLIENT Syed Yusuf Ali
JOB NO 001
JOB COMMENT This design is only for ground floor with the same slab as per GF archetectural plan.
JOB COMMENT Due to technical difficulties First Floor has not been included in the design and analysis.
ENGINEER NAME F Junaid
ENGINEER NAME F Junaid
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 8 0 0; 3 19.25 0 0; 4 30.5 0 0; 5 41.75 0 0; 6 41.75 0 12.625;
7 41.75 0 23.25; 8 30.5 0 23.25; 9 19.25 0 23.25; 10 8 0 23.25;
11 7.82213e-007 0 23.25; 12 7.82213e-007 0 13.71; 13 7.82213e-007 0 2.46;
14 30.5 0 12.625; 15 19.25 0 12.625; 16 8 0 12.625; 17 30.5 0 3.625;
18 19.25 0 3.625; 19 19.25 0 9.125; 20 30.5 0 9.125; 21 25.75 0 3.625;
22 25.75 0 9.125; 45 0 -5 0; 46 8 -5 0; 47 19.25 -5 0; 48 30.5 -5 0;
49 41.75 -5 0; 50 41.75 -5 12.625; 51 41.75 -5 23.25; 52 30.5 -5 23.25;
53 19.25 -5 23.25; 54 8 -5 23.25; 55 7.82213e-007 -5 23.25;
56 7.82213e-007 -5 13.71; 58 30.5 -5 12.625; 59 19.25 -5 12.625;
60 8 -5 12.625; 61 30.5 -5 3.625; 62 19.25 -5 3.625; 63 19.25 -5 9.125;
64 30.5 -5 9.125; 65 25.75 -5 3.625; 66 25.75 -5 9.125; 67 0 9.69 0;
68 8 9.69 0; 69 19.25 9.69 0; 70 30.5 9.69 0; 71 41.75 9.69 0;
72 41.75 9.69 12.625; 73 41.75 9.69 23.25; 74 30.5 9.69 23.25;
75 19.25 9.69 23.25; 76 8 9.69 23.25; 77 7.82213e-007 9.69 23.25;
78 7.82213e-007 9.69 13.71; 79 7.82213e-007 9.69 2.46; 80 30.5 9.69 12.625;
81 19.25 9.69 12.625; 82 8 9.69 12.625; 83 30.5 9.69 3.625;
84 19.25 9.69 3.625; 85 19.25 9.69 9.125; 86 30.5 9.69 9.125;
87 25.75 9.69 3.625; 88 25.75 9.69 9.125; 89 8 0 2.46; 90 8 9.69 2.46;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 13; 13 13 1; 14 2 89; 15 16 10; 16 16 15; 17 15 14; 18 14 6;
19 14 8; 20 15 9; 21 3 18; 22 18 21; 23 17 4; 24 18 19; 25 17 20; 26 19 22;
27 21 17; 28 22 20; 29 21 22; 81 1 45; 82 2 46; 83 3 47; 84 4 48; 85 5 49;
86 6 50; 87 7 51; 88 8 52; 89 9 53; 90 10 54; 91 11 55; 92 12 56; 94 14 58;
95 15 59; 96 16 60; 97 17 61; 98 18 62; 99 19 63; 100 20 64; 101 21 65;
102 22 66; 103 1 67; 104 2 68; 105 3 69; 106 4 70; 107 5 71; 108 6 72;
109 7 73; 110 8 74; 111 9 75; 112 10 76; 113 11 77; 114 12 78; 116 14 80;
117 15 81; 118 16 82; 119 17 83; 120 18 84; 121 19 85; 122 20 86; 123 21 87;
124 22 88; 125 67 68; 126 68 69; 127 69 70; 128 70 71; 129 71 72; 130 72 73;
131 73 74; 132 74 75; 133 75 76; 134 76 77; 135 77 78; 136 78 79; 137 79 67;
138 68 90; 139 82 76; 140 82 81; 141 81 80; 142 80 72; 143 80 74; 144 81 75;
145 69 84; 146 84 87; 147 83 70; 148 84 85; 149 83 86; 150 85 88; 151 87 83;
152 88 86; 153 87 88; 154 89 16; 155 90 82; 156 13 89; 157 79 90;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 453599
POISSON 0.17
DENSITY 0.14999
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 29 125 TO 157 PRIS YD 0.82 ZD 0.82
81 TO 92 94 TO 114 116 TO 124 PRIS YD 1.31 ZD 1.31
CONSTANTS
BETA 90 MEMB 104 107
MATERIAL CONCRETE ALL
SUPPORTS
45 TO 56 58 TO 66 FIXED
LOAD 1 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 1 TO 29 81 TO 92 94 TO 114 116 TO 157
FLOOR LOAD
YRANGE 5 15 FLOAD -0.41113 GY
MEMBER LOAD
1 TO 29 125 TO 157 UNI GY -1.3704
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD
FLOOR LOAD
YRANGE 0 15 FLOAD -0.274 GY
PERFORM ANALYSIS
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
FC 522.136 ALL
FYMAIN 8667.46 ALL
DESIGN BEAM 1 TO 29 125 TO 157
Page: 1

23. C:UsersMohammedAbdulJunaidDesktopSaud Bhai ProjectStaadSaud bhai GF.std 04/04/18 14:56:09
DESIGN COLUMN 81 TO 92 94 TO 114 116 TO 124
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
Page: 2

24. Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
001 1
Ground Floor Design
Syed Yusuf Ali
F Junaid 03-Apr-18
04-Apr-2018 14:56
Saud bhai GF.std
Print Time/Date: 04/04/2018 15:58 Print Run 1 of 3
STAAD.Pro for Windows 20.07.04.12
Beams
Beam Node A Node B Length
(ft)
Property 
(degrees)
1 1 2 8.000 1 0
2 2 3 11.250 1 0
3 3 4 11.250 1 0
4 4 5 11.250 1 0
5 5 6 12.625 1 0
6 6 7 10.625 1 0
7 7 8 11.250 1 0
8 8 9 11.250 1 0
9 9 10 11.250 1 0
10 10 11 8.000 1 0
11 11 12 9.540 1 0
12 12 13 11.250 1 0
13 13 1 2.460 1 0
14 2 89 2.460 1 0
15 16 10 10.625 1 0
16 16 15 11.250 1 0
17 15 14 11.250 1 0
18 14 6 11.250 1 0
19 14 8 10.625 1 0
20 15 9 10.625 1 0
21 3 18 3.625 1 0
22 18 21 6.500 1 0
23 17 4 3.625 1 0
24 18 19 5.500 1 0
25 17 20 5.500 1 0
26 19 22 6.500 1 0
27 21 17 4.750 1 0
28 22 20 4.750 1 0
29 21 22 5.500 1 0
81 1 45 5.000 2 0
82 2 46 5.000 2 0
83 3 47 5.000 2 0
84 4 48 5.000 2 0
85 5 49 5.000 2 0
86 6 50 5.000 2 0
87 7 51 5.000 2 0
88 8 52 5.000 2 0
89 9 53 5.000 2 0
90 10 54 5.000 2 0
91 11 55 5.000 2 0
92 12 56 5.000 2 0
94 14 58 5.000 2 0
95 15 59 5.000 2 0
96 16 60 5.000 2 0
97 17 61 5.000 2 0

25. Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
001 2
Ground Floor Design
Syed Yusuf Ali
F Junaid 03-Apr-18
04-Apr-2018 14:56
Saud bhai GF.std
Print Time/Date: 04/04/2018 15:58 Print Run 2 of 3
STAAD.Pro for Windows 20.07.04.12
Beams Cont...
Beam Node A Node B Length
(ft)
Property 
(degrees)
98 18 62 5.000 2 0
99 19 63 5.000 2 0
100 20 64 5.000 2 0
101 21 65 5.000 2 0
102 22 66 5.000 2 0
103 1 67 9.690 2 0
104 2 68 9.690 2 90
105 3 69 9.690 2 0
106 4 70 9.690 2 0
107 5 71 9.690 2 90
108 6 72 9.690 2 0
109 7 73 9.690 2 0
110 8 74 9.690 2 0
111 9 75 9.690 2 0
112 10 76 9.690 2 0
113 11 77 9.690 2 0
114 12 78 9.690 2 0
116 14 80 9.690 2 0
117 15 81 9.690 2 0
118 16 82 9.690 2 0
119 17 83 9.690 2 0
120 18 84 9.690 2 0
121 19 85 9.690 2 0
122 20 86 9.690 2 0
123 21 87 9.690 2 0
124 22 88 9.690 2 0
125 67 68 8.000 1 0
126 68 69 11.250 1 0
127 69 70 11.250 1 0
128 70 71 11.250 1 0
129 71 72 12.625 1 0
130 72 73 10.625 1 0
131 73 74 11.250 1 0
132 74 75 11.250 1 0
133 75 76 11.250 1 0
134 76 77 8.000 1 0
135 77 78 9.540 1 0
136 78 79 11.250 1 0
137 79 67 2.460 1 0
138 68 90 2.460 1 0
139 82 76 10.625 1 0
140 82 81 11.250 1 0
141 81 80 11.250 1 0
142 80 72 11.250 1 0
143 80 74 10.625 1 0

26. Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
001 3
Ground Floor Design
Syed Yusuf Ali
F Junaid 03-Apr-18
04-Apr-2018 14:56
Saud bhai GF.std
Print Time/Date: 04/04/2018 15:58 Print Run 3 of 3
STAAD.Pro for Windows 20.07.04.12
Beams Cont...
Beam Node A Node B Length
(ft)
Property 
(degrees)
144 81 75 10.625 1 0
145 69 84 3.625 1 0
146 84 87 6.500 1 0
147 83 70 3.625 1 0
148 84 85 5.500 1 0
149 83 86 5.500 1 0
150 85 88 6.500 1 0
151 87 83 4.750 1 0
152 88 86 4.750 1 0
153 87 88 5.500 1 0
154 89 16 10.165 1 0
155 90 82 10.165 1 0
156 13 89 8.000 1 0
157 79 90 8.000 1 0

27. Wednesday, April 04, 2018, 03:59 PM
PAGE NO. 1
****************************************************
* *
* STAAD.Pro *
* Version 2007 Build 04 *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= APR 4, 2018 *
* Time= 14:56:10 *
* *
* USER ID: *
****************************************************
1. STAAD SPACE
INPUT FILE: Saud bhai GF.STD
2. START JOB INFORMATION
3. ENGINEER DATE 03-APR-18
4. JOB NAME GROUND FLOOR DESIGN
5. JOB CLIENT SYED YUSUF ALI
6. JOB NO 001
WARNING- One or more lines are too long and will be split into 2 lines.
This may not work for all commands. Please check.
7. JOB COMMENT THIS DESIGN IS ONLY FOR GROUND FLOOR WITH THE SAME SLAB AS PER -
8. GF ARCHETECTURAL PLAN.
WARNING- One or more lines are too long and will be split into 2 lines.
This may not work for all commands. Please check.
9. JOB COMMENT DUE TO TECHNICAL DIFFICULTIES FIRST FLOOR HAS NOT BEEN INCLUDED -
10. IN THE DESIGN AND ANALYSIS.
11. ENGINEER NAME F JUNAID
12. ENGINEER NAME F JUNAID
13. END JOB INFORMATION
14. INPUT WIDTH 79
15. UNIT FEET KIP
16. JOINT COORDINATES
17. 1 0 0 0; 2 8 0 0; 3 19.25 0 0; 4 30.5 0 0; 5 41.75 0 0; 6 41.75 0 12.625
18. 7 41.75 0 23.25; 8 30.5 0 23.25; 9 19.25 0 23.25; 10 8 0 23.25
19. 11 7.82213E-007 0 23.25; 12 7.82213E-007 0 13.71; 13 7.82213E-007 0 2.46
20. 14 30.5 0 12.625; 15 19.25 0 12.625; 16 8 0 12.625; 17 30.5 0 3.625
21. 18 19.25 0 3.625; 19 19.25 0 9.125; 20 30.5 0 9.125; 21 25.75 0 3.625
22. 22 25.75 0 9.125; 45 0 -5 0; 46 8 -5 0; 47 19.25 -5 0; 48 30.5 -5 0
23. 49 41.75 -5 0; 50 41.75 -5 12.625; 51 41.75 -5 23.25; 52 30.5 -5 23.25
24. 53 19.25 -5 23.25; 54 8 -5 23.25; 55 7.82213E-007 -5 23.25
25. 56 7.82213E-007 -5 13.71; 58 30.5 -5 12.625; 59 19.25 -5 12.625
26. 60 8 -5 12.625; 61 30.5 -5 3.625; 62 19.25 -5 3.625; 63 19.25 -5 9.125
27. 64 30.5 -5 9.125; 65 25.75 -5 3.625; 66 25.75 -5 9.125; 67 0 9.69 0
28. 68 8 9.69 0; 69 19.25 9.69 0; 70 30.5 9.69 0; 71 41.75 9.69 0
29. 72 41.75 9.69 12.625; 73 41.75 9.69 23.25; 74 30.5 9.69 23.25
30. 75 19.25 9.69 23.25; 76 8 9.69 23.25; 77 7.82213E-007 9.69 23.25
31. 78 7.82213E-007 9.69 13.71; 79 7.82213E-007 9.69 2.46; 80 30.5 9.69 12.625
32. 81 19.25 9.69 12.625; 82 8 9.69 12.625; 83 30.5 9.69 3.625
33. 84 19.25 9.69 3.625; 85 19.25 9.69 9.125; 86 30.5 9.69 9.125
34. 87 25.75 9.69 3.625; 88 25.75 9.69 9.125; 89 8 0 2.46; 90 8 9.69 2.46
35. MEMBER INCIDENCES
36. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11
Page 1 of 83
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28. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 2
37. 11 11 12; 12 12 13; 13 13 1; 14 2 89; 15 16 10; 16 16 15; 17 15 14; 18 14 6
38. 19 14 8; 20 15 9; 21 3 18; 22 18 21; 23 17 4; 24 18 19; 25 17 20; 26 19 22
39. 27 21 17; 28 22 20; 29 21 22; 81 1 45; 82 2 46; 83 3 47; 84 4 48; 85 5 49
40. 86 6 50; 87 7 51; 88 8 52; 89 9 53; 90 10 54; 91 11 55; 92 12 56; 94 14 58
41. 95 15 59; 96 16 60; 97 17 61; 98 18 62; 99 19 63; 100 20 64; 101 21 65
42. 102 22 66; 103 1 67; 104 2 68; 105 3 69; 106 4 70; 107 5 71; 108 6 72
43. 109 7 73; 110 8 74; 111 9 75; 112 10 76; 113 11 77; 114 12 78; 116 14 80
44. 117 15 81; 118 16 82; 119 17 83; 120 18 84; 121 19 85; 122 20 86; 123 21 87
45. 124 22 88; 125 67 68; 126 68 69; 127 69 70; 128 70 71; 129 71 72; 130 72 73
46. 131 73 74; 132 74 75; 133 75 76; 134 76 77; 135 77 78; 136 78 79; 137 79 67
47. 138 68 90; 139 82 76; 140 82 81; 141 81 80; 142 80 72; 143 80 74; 144 81 75
48. 145 69 84; 146 84 87; 147 83 70; 148 84 85; 149 83 86; 150 85 88; 151 87 83
49. 152 88 86; 153 87 88; 154 89 16; 155 90 82; 156 13 89; 157 79 90
50. DEFINE MATERIAL START
51. ISOTROPIC CONCRETE
52. E 453599
53. POISSON 0.17
54. DENSITY 0.14999
55. ALPHA 1E-005
56. DAMP 0.05
57. END DEFINE MATERIAL
58. MEMBER PROPERTY AMERICAN
59. 1 TO 29 125 TO 157 PRIS YD 0.82 ZD 0.82
60. 81 TO 92 94 TO 114 116 TO 124 PRIS YD 1.31 ZD 1.31
61. CONSTANTS
62. BETA 90 MEMB 104 107
63. MATERIAL CONCRETE ALL
64. SUPPORTS
65. 45 TO 56 58 TO 66 FIXED
66. LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD
67. SELFWEIGHT Y -1 LIST 1 TO 29 81 TO 92 94 TO 114 116 TO 157
68. FLOOR LOAD
69. YRANGE 5 15 FLOAD -0.41113 GY
**WARNING** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4 Note 6.
70. MEMBER LOAD
71. 1 TO 29 125 TO 157 UNI GY -1.3704
72. LOAD 2 LOADTYPE LIVE REDUCIBLE TITLE LIVE LOAD
73. FLOOR LOAD
74. YRANGE 0 15 FLOAD -0.274 GY
75. PERFORM ANALYSIS
Page 2 of 83
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29. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 3
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 67/ 104/ 21
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 64/ 12/ 60 DOF
TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 276
SIZE OF STIFFNESS MATRIX = 17 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.3/ 839941.1 MB
76. PERFORM ANALYSIS PRINT ALL
**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.
77. START CONCRETE DESIGN
78. CODE INDIAN
79. FC 522.136 ALL
80. FYMAIN 8667.46 ALL
81. DESIGN BEAM 1 TO 29 125 TO 157
Page 3 of 83
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30. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 4
============================================================================
B E A M N O. 1 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 159.57 0.00 0.00 112.59 130.80
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 18.13 MX = 0.48 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -16.43 MX = 0.48 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 2 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 4 of 83
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31. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 5
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 356.86 0.00 0.00 0.00 370.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 181.44 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 33.62 MX = 0.40 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -34.13 MX = 0.40 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 3 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 287.07 0.00 0.00 0.00 286.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 142.48 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 5 of 83
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32. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 6
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 27.93 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.89 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 4 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 365.26 0.00 0.00 0.00 358.21
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 179.91 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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33. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 7
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 34.00 MX = -0.29 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -33.75 MX = -0.29 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 5 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3848.1 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 827.34 0.00 0.00 0.00 851.45
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 213.97 112.59 478.77 112.59 239.16
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 11-10í 2-10í 2-10í 2-10í 11-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 3-10í 2-10í 7-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 60.31 MX = 0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -62.05 MX = 0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
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34. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 8
============================================================================
B E A M N O. 6 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 233.15 0.00 0.00 0.00 271.78
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 127.45 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 25.06 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -26.67 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 7 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 8 of 83
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35. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 9
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 293.86 0.00 0.00 0.00 289.35
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 139.40 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 28.00 MX = 0.06 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.83 MX = 0.06 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 8 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 290.85 0.00 0.00 0.00 291.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 138.91 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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36. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 10
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 27.90 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.92 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 9 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 291.91 0.00 0.00 0.00 292.94
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 140.19 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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37. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 11
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 27.89 MX = 0.10 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.93 MX = 0.10 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 10 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 136.70 0.00 0.00 0.00 143.29
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 17.08 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -17.47 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
Page 11 of 83
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38. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 12
============================================================================
B E A M N O. 11 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2907.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 230.62 0.00 0.00 0.00 177.39
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 23.59 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -21.04 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 12 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 12 of 83
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39. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 13
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 561.86 112.59 0.00 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 0.00 215.29 234.19 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 3-10í 3-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 38.63 MX = -1.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 13 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 122.76 196.85 339.86 563.97 783.40
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 112.59 0.00 0.00 0.00 163.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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40. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 14
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 2-10í 3-10í 5-10í 8-10í 10-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -59.20 MX = 4.79 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 14 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 1095.38 820.25 522.89 259.73 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 495.52 194.99 0.00 0.00 118.12
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 10-12í 8-12í 5-12í 3-12í 2-12í
REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 7-10í 3-10í 2-10í 2-10í 2-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
Page 14 of 83
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41. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 15
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 85.23 MX = -1.32 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 15 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 371.95 0.00 0.00 0.00 309.77
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 180.25 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 35.03 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -30.02 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 16 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 15 of 83
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42. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 16
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 303.24 0.00 0.00 0.00 345.29
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 167.62 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 28.16 MX = 0.36 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -34.44 MX = -0.32 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 17 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 529.48 0.00 0.00 0.00 528.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 264.48 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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43. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 17
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-10í 2-10í 4-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 45.76 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -43.60 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 18 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 343.72 0.00 0.00 0.00 299.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 167.51 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 18
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 31.42 MX = 0.31 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -28.06 MX = -0.27 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 19 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 320.61 0.00 0.00 0.00 324.22
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 192.63 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 31.48 MX = 0.07 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -31.38 MX = 0.07 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
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45. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 19
============================================================================
B E A M N O. 20 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 320.16 0.00 0.00 0.00 324.44
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 192.51 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 31.47 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -31.39 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 21 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1104.9 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 20
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 112.59 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 0.80 MX = 0.38 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -4.38 MX = -0.24 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 22 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1981.2 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 21
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 12.24 MX = -0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -12.49 MX = -0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 23 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1104.9 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 112.59 112.59 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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48. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 22
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 4.40 MX = 0.26 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -1.52 MX = 0.26 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 24 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1676.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 11.02 MX = -0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -11.60 MX = -0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
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STAAD SPACE -- PAGE NO. 23
============================================================================
B E A M N O. 25 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1676.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 10.76 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -11.31 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 26 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1981.2 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 24
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 12.47 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -12.27 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 27 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1447.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 25
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 6.86 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -6.43 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 28 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1447.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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52. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 26
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 6.10 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -7.18 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 29 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1676.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 9.39 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -8.80 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
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STAAD SPACE -- PAGE NO. 27
============================================================================
B E A M N O. 125 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 142.41 0.00 0.00 112.59 316.37
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 116.49 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 18.37 MX = -1.84 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -28.06 MX = -1.84 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 126 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 28
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 938.75 0.00 0.00 0.00 981.64
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 304.13 192.58 544.18 172.07 348.92
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 2-25í 2-25í 2-25í 2-25í 2-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 4-10í 3-10í 7-10í 3-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 77.90 MX = 3.58 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -79.58 MX = 3.58 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 127 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 500.36 112.59 0.00 112.59 498.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 189.38 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 29
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 41.71 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -42.03 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 128 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 984.75 0.00 0.00 0.00 873.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 352.16 153.25 540.39 206.12 236.45
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-16í 2-16í 2-16í 2-16í 5-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 5-10í 2-10í 7-10í 3-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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56. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 30
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 80.91 MX = -2.62 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -76.57 MX = -2.62 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 129 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3848.1 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 1585.88 0.00 467.27 0.00 1798.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 1054.48 245.61 1063.90 196.58 1320.26
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 8-16í 2-16í 3-16í 2-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 6-16í 2-16í 6-16í 2-16í 7-16í
REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 120.98 MX = 0.20 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -127.43 MX = 0.20 LD= 1
Provide 2 Legged 8í @ 80 mm c/c
============================================================================
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STAAD SPACE -- PAGE NO. 31
============================================================================
B E A M N O. 130 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 747.85 112.59 0.00 0.00 421.71
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 126.58 0.00 260.28 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 10-10í 2-10í 2-10í 2-10í 6-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 4-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 54.70 MX = 0.24 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -44.19 MX = 0.24 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 131 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 32
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 594.26 0.00 0.00 0.00 728.17
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.67 351.80 112.59 106.02
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 8-10í 2-10í 2-10í 2-10í 10-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-10í 2-10í 5-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 52.76 MX = -0.61 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -56.81 MX = -0.61 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 132 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 657.09 0.00 0.00 0.00 660.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 3.73 112.08 320.21 112.08 7.07
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 33
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 6-12í 2-12í 2-12í 2-12í 6-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 3-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 54.83 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -54.74 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 133 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 699.73 0.00 0.00 0.00 648.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 71.08 112.59 335.96 112.59 17.18
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 9-10í 2-10í 2-10í 2-10í 9-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 3-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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60. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 34
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 55.89 MX = 0.37 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -53.68 MX = 0.37 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 134 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 325.27 112.59 0.00 0.00 208.08
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 139.82 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 32.96 MX = 0.87 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.04 MX = 0.87 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
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STAAD SPACE -- PAGE NO. 35
============================================================================
B E A M N O. 135 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2907.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 358.90 0.00 0.00 0.00 541.04
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 205.24 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 39.52 MX = 0.17 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -48.59 MX = 0.17 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 136 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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62. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 36
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 1205.36 112.08 0.00 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 600.56 112.08 559.65 613.29 191.91
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 2-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 6-12í 2-12í 5-12í 6-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 81.56 MX = -3.14 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 137 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Section fails while designing section: 0.0 mm
Nominal shear force exceeds tauc_max limit
============================================================================
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63. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 37
DESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 3.52 12.80 1 | -91.63 12.80 1
| 0.00 -1.29 5.91 2 |
62.5 | 0.00 0.00 0.00 1 | -92.99 12.80 1
| 0.00 -2.25 12.80 1 |
125.0 | 0.00 0.00 0.00 1 | -94.51 12.80 1
| 0.00 -8.10 12.80 1 |
187.5 | 0.00 0.00 0.00 1 | -96.00 12.80 1
| 0.00 -14.05 12.80 1 |
249.9 | 0.00 0.00 0.00 1 | -97.54 12.80 1
| 0.00 -20.10 12.80 1 |
312.4 | 0.00 0.00 0.00 1 | -99.40 12.80 1
| 0.00 -26.25 12.80 1 |
374.9 | 0.00 0.00 0.00 1 | -101.06 12.80 1
| 0.00 -32.51 12.80 1 |
437.4 | 0.00 0.00 0.00 1 | -102.73 12.80 1
| 0.00 -38.88 12.80 1 |
499.9 | 0.00 0.00 0.00 1 | -104.59 12.80 1
| 0.00 -45.36 12.80 1 |
562.4 | 0.00 0.00 0.00 1 | -106.12 12.80 1
| 0.00 -51.94 12.80 1 |
624.8 | 0.00 0.00 0.00 1 | -107.62 12.80 1
| 0.00 -58.62 12.80 1 |
687.3 | 0.00 0.00 0.00 1 | -109.13 12.80 1
| 0.00 -65.40 12.80 1 |
749.8 | 0.00 0.00 0.00 1 | -110.49 12.80 1
| 0.00 -72.26 12.80 1 |
============================================================================
============================================================================
B E A M N O. 138 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Section fails while designing section: 0.0 mm
Exceeding maxm. % while detailing
DESIGN LOAD SUMMARY (KN MET)
----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 0.00 0.00 1 | 196.56 -7.99 1
| 0.00 -127.14 -7.99 1 |
62.5 | 0.00 0.00 0.00 1 | 195.19 -7.99 1
| 0.00 -114.90 -7.99 1 |
125.0 | 0.00 0.00 0.00 1 | 193.46 -7.99 1
| 0.00 -102.77 -7.99 1 |
187.5 | 0.00 0.00 0.00 1 | 191.29 -7.99 1
| 0.00 -90.75 -7.99 1 |
249.9 | 0.00 0.00 0.00 1 | 188.63 -7.99 1
| 0.00 -78.86 -7.99 1 |
312.4 | 0.00 0.00 0.00 1 | 186.77 -7.99 1
| 0.00 -67.13 -7.99 1 |
374.9 | 0.00 0.00 0.00 1 | 183.54 -7.99 1
| 0.00 -55.58 -7.99 1 |
437.4 | 0.00 0.00 0.00 1 | 179.86 -7.99 1
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64. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 38
============================================================================
B E A M N O. 139 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 1089.34 0.00 0.00 0.00 724.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 490.71 112.08 432.99 136.25 86.32
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 10-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 7-10í 2-10í 6-10í 2-10í 2-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 83.38 MX = -0.66 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -65.95 MX = -0.66 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 140 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 38 of 83
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65. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 39
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 752.23 0.00 0.00 0.00 1040.48
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 114.87 164.72 500.07 112.59 438.14
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 7-12í 2-12í 2-12í 2-12í 10-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-10í 3-10í 7-10í 2-10í 6-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 63.59 MX = -2.72 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -82.43 MX = -2.72 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 141 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 1151.00 0.00 0.00 0.00 1143.35
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 543.66 120.93 629.27 124.34 535.65
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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66. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 40
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 5-12í 2-12í 6-12í 2-12í 5-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 96.69 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -93.21 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 142 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 1044.12 0.00 0.00 0.00 742.67
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 441.94 112.59 500.56 168.15 104.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 10-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 6-10í 2-10í 7-10í 3-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 40 of 83
C:UsersMohammedAbdulJunaidDesktopSaud Bhai ProjectStaadSaud bhai GF.anl