Staad-PRO-File.pdf - Bentley Communities

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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 14:56Saud bhai GF.std

Print Time/Date: 04/04/2018 15:46 Print Run 1 of 1STAAD.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

C:\Users\MohammedAbdulJunaid\Desktop\Saud Bhai Project\Staad\Saud bhai GF.std 04/04/18 14:56:09

STAAD SPACESTART JOB INFORMATIONENGINEER DATE 03-Apr-18JOB NAME Ground Floor DesignJOB CLIENT Syed Yusuf AliJOB NO 001JOB 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 JunaidENGINEER NAME F JunaidEND JOB INFORMATIONINPUT WIDTH 79UNIT FEET KIPJOINT COORDINATES1 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 INCIDENCES1 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 STARTISOTROPIC CONCRETEE 453599POISSON 0.17DENSITY 0.14999ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY AMERICAN1 TO 29 125 TO 157 PRIS YD 0.82 ZD 0.8281 TO 92 94 TO 114 116 TO 124 PRIS YD 1.31 ZD 1.31CONSTANTSBETA 90 MEMB 104 107MATERIAL CONCRETE ALLSUPPORTS45 TO 56 58 TO 66 FIXEDLOAD 1 LOADTYPE Dead TITLE DEAD LOADSELFWEIGHT Y -1 LIST 1 TO 29 81 TO 92 94 TO 114 116 TO 157FLOOR LOADYRANGE 5 15 FLOAD -0.41113 GYMEMBER LOAD1 TO 29 125 TO 157 UNI GY -1.3704LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE LOADFLOOR LOADYRANGE 0 15 FLOAD -0.274 GYPERFORM ANALYSISPERFORM ANALYSIS PRINT ALLSTART CONCRETE DESIGNCODE INDIANFC 522.136 ALLFYMAIN 8667.46 ALLDESIGN BEAM 1 TO 29 125 TO 157

Page: 1

C:\Users\MohammedAbdulJunaid\Desktop\Saud Bhai Project\Staad\Saud bhai GF.std 04/04/18 14:56:09

DESIGN COLUMN 81 TO 92 94 TO 114 116 TO 124CONCRETE TAKEEND CONCRETE DESIGNPERFORM ANALYSISPERFORM ANALYSISFINISH

Page: 2


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



BeamsBeam 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


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



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


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



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

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 83C:\Users\MohammedAbdulJunaid\Desktop\Saud Bhai Project\Staad\Saud bhai GF.anl


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




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




============================================================================ 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




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) ----------------------------------------------------------------------------




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 ----------------------------------------------------------------------------




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 ============================================================================




============================================================================ 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












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 ============================================================================








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) ----------------------------------------------------------------------------




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




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




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) ----------------------------------------------------------------------------








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 ============================================================================








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) ----------------------------------------------------------------------------




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 ----------------------------------------------------------------------------




















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 ============================================================================
















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 ============================================================================








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) ----------------------------------------------------------------------------
















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 ============================================================================




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
























SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm ---------------------------------------------------------------------------- TOP 112.59 112.59 112.59 112.59 155.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 112.59 112.59 112.59 112.59 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 = -1.88 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 = -13.44 MX = 2.72 LD= 1 Provide 2 Legged 8í @ 90 mm c/c ============================================================================ ============================================================================ B E A M N O. 146 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 166.68 0.00 0.00 0.00 195.02 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 2-12í 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 = 25.23 MX = -0.14 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 = -0.14 LD= 1 Provide 2 Legged 8í @ 90 mm c/c ============================================================================ ============================================================================ B E A M N O. 147 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 147.00 112.59 112.59 112.59 112.59 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 112.59 112.59 112.59 112.59 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 = 12.82 MX = -2.20 LD= 1 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT VY = 1.42 MX = -2.20 LD= 1 Provide 2 Legged 8í @ 90 mm c/c ============================================================================ ============================================================================ B E A M N O. 148 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 180.72 0.00 0.00 0.00 146.94 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 2-12í 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 = 26.63 MX = 0.12 LD= 1 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT VY = -25.50 MX = 0.12 LD= 1 Provide 2 Legged 8í @ 90 mm c/c ============================================================================




















============================================================================ B E A M N O. 154 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 3098.3 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 774.6 mm 1549.1 mm 2323.7 mm 3098.3 mm ---------------------------------------------------------------------------- TOP 112.08 0.00 0.00 112.59 1129.15 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 112.08 487.42 542.12 0.00 532.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 774.6 mm 1549.1 mm 2323.7 mm 3098.3 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 10-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í 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 = -85.88 MX = 0.29 LD= 2 Provide 2 Legged 8í @ 90 mm c/c ============================================================================ ============================================================================ B E A M N O. 155 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 3098.3 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm Section fails while redesigning section: 3098.3 mm Exceeds maxm. permissible tensile steel %




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 2.52 2.28 1 | 117.27 2.28 1 | 0.00 -4.14 0.34 2 | 258.2 | 0.00 30.68 2.28 1 | 96.56 2.28 1 | 0.00 0.00 0.00 1 | 516.4 | 0.00 53.60 2.28 1 | 80.92 2.28 1 | 0.00 0.00 0.00 1 | 774.6 | 0.00 69.98 2.28 1 | 50.16 2.28 1 | 0.00 0.00 0.00 1 | 1032.8 | 0.00 78.95 2.28 1 | 12.70 2.28 1 | 0.00 0.00 0.00 1 | 1291.0 | 0.00 78.99 2.28 1 | -13.04 2.28 1 | 0.00 0.00 0.00 1 | 1549.1 | 0.00 69.71 2.28 1 | -46.87 2.28 1 | 0.00 0.00 0.00 1 | 1807.3 | 0.00 51.80 2.28 1 | -77.75 2.28 1 | 0.00 0.00 0.00 1 | 2065.5 | 0.00 25.90 2.28 1 | -118.95 2.28 1 | 0.00 0.00 0.00 1 | 2323.7 | 0.00 0.00 0.00 1 | -140.99 2.28 1 | 0.00 -6.80 2.28 1 | 2581.9 | 0.00 0.00 0.00 1 | -160.10 2.28 1 | 0.00 -45.26 2.28 1 | 2840.1 | 0.00 0.00 0.00 1 | -176.26 2.28 1 | 0.00 -88.57 2.28 1 | 3098.3 | 0.00 0.00 0.00 1 | -189.47 2.28 1 | 0.00 -135.82 2.28 1 | ============================================================================ ============================================================================ B E A M N O. 156 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 170.75 112.08 0.00 112.08 112.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 112.08 169.86 141.82 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 2-12í 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




============================================================================ B E A M N O. 157 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 340.73 0.00 0.00 0.00 253.53 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 244.31 410.28 287.15 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 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 3-12í 4-12í 3-12í 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 ---------------------------------------------------------------------------- ============================================================================ ********************END OF BEAM DESIGN RESULTS******************** 82. DESIGN COLUMN 81 TO 92 94 TO 114 116 TO 124




============================================================================ C O L U M N N O. 81 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 1524.0 mm CROSS SECTION: 399.3 mm X 399.3 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 45 SHORT COLUMN REQD. STEEL AREA : 180.37 Sq.mm. REQD. CONCRETE AREA: 22546.36 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.57%, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1847.71 Muz1 : 52.43 Muy1 : 52.43 INTERACTION RATIO: 0.19 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 2 END JOINT: 1 Puz : 2065.03 Muz : 65.06 Muy : 65.06 IR: 0.23 ============================================================================ ============================================================================ C O L U M N N O. 82 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 1524.0 mm CROSS SECTION: 399.3 mm X 399.3 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 46 SHORT COLUMN




REQD. STEEL AREA : 345.44 Sq.mm. REQD. CONCRETE AREA: 43179.66 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.57%, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1897.23 Muz1 : 84.71 Muy1 : 84.71 INTERACTION RATIO: 0.19 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 2 END JOINT: 2 Puz : 2065.03 Muz : 93.85 Muy : 93.85 IR: 0.39 ============================================================================ ============================================================================ C O L U M N N O. 83 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 1524.0 mm CROSS SECTION: 399.3 mm X 399.3 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 47 SHORT COLUMN REQD. STEEL AREA : 192.65 Sq.mm. REQD. CONCRETE AREA: 24080.92 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.57%, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1851.39 Muz1 : 55.33 Muy1 : 55.33 INTERACTION RATIO: 0.19 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 2 END JOINT: 3 Puz : 2065.03 Muz : 72.09 Muy : 72.09 IR: 0.13




============================================================================ ============================================================================ C O L U M N N O. 84 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 1524.0 mm CROSS SECTION: 399.3 mm X 399.3 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 48 SHORT COLUMN REQD. STEEL AREA : 193.55 Sq.mm. REQD. CONCRETE AREA: 24193.47 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.57%, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1851.66 Muz1 : 55.54 Muy1 : 55.54 INTERACTION RATIO: 0.19 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 1 END JOINT: 4 Puz : 2065.03 Muz : 92.11 Muy : 92.11 IR: 0.15 ============================================================================ ============================================================================ C O L U M N N O. 85 D E S I G N R E S U L T S M25 Fe415 (Main) Fe415 (Sec.) LENGTH: 1524.0 mm CROSS SECTION: 399.3 mm X 399.3 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 49 SHORT COLUMN








































































































============================================================================ ********************END OF COLUMN DESIGN RESULTS******************** 83. CONCRETE TAKE 84. END CONCRETE DESIGN




************** CONCRETE TAKE OFF ************** (FOR BEAMS AND COLUMNS DESIGNED ABOVE) TOTAL VOLUME OF CONCRETE = 24.70 CU.METER BAR DIA WEIGHT (in mm) (in New) -------- -------- 8 7735.60 10 2964.46 12 8852.02 16 985.85 20 721.41 25 259.21 ------------ *** TOTAL= 21518.57 85. PERFORM ANALYSIS 86. PERFORM ANALYSIS

**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.

87. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= APR 4,2018 TIME= 14:56:11 **** ************************************************************ * For questions on STAAD.Pro, please contact * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * * CANADA +1 (905)632-4771 [email protected] * * UK +44(1454)207-000 [email protected] * * NORWAY +47 67 57 21 30 [email protected] * * SINGAPORE +65 6225-6158 [email protected] * * INDIA +91(033)4006-2021 [email protected] * * JAPAN +81(03)5952-6500 [email protected] * * CHINA +86(411)8479-1166 [email protected] * * THAILAND +66(0)2645-1018/19 [email protected] * * * * North America [email protected] * * Europe [email protected] * * Asia [email protected] * ************************************************************





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