Monday, July 06, 2015, 02:52 AM

STAAD SPACE -- PAGE NO. 6

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

BEAM NO. 3 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 400. FC - 30. MPA, SIZE - 500. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 56. 3 - 16MM 0. 4000. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 25.72 KN-MET AT 2000.MM, LOAD 7| | REQD STEEL= 215.MM2, RHO=0.0010, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 194. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 70169.8 cm^4

2 444. 3 - 16MM 0. 2549. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 56.37 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 475.MM2, RHO=0.0021, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 194. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 70169.8 cm^4

3 444. 3 - 16MM 1951. 4000. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 56.21 KN-MET AT 4000.MM, LOAD 13| | REQD STEEL= 474.MM2, RHO=0.0021, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 194. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 70169.8 cm^4

REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

0. 51./ 362. 8./ 56. 17/ 12 333. 65./ 226. 10./ 35. 17/ 12 667. 73./ 112. 12./ 18. 17/ 12 1000. 105./ 62. 17./ 10. 13/ 4 1333. 136./ 41. 21./ 7. 13/ 4 1667. 152./ 21. 24./ 3. 7/ 4 2000. 164./ 0. 26./ 0. 7/ 3 2333. 152./ 0. 24./ 0. 7/ 0

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Monday, July 06, 2015, 02:52 AM

STAAD SPACE -- PAGE NO. 7

2667. 137./ 13. 21./ 2. 12/ 17 3000. 106./ 49. 17./ 8. 12/ 17 3333. 83./ 111. 13./ 17. 4/ 13 3667. 104./ 225. 16./ 35. 4/ 13 4000. 124./ 361. 20./ 56. 4/ 13

B E A M N O. 3 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.58 KNS Vc= 201.90 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 10.7 KN-MET Ts= 0.0 KN-MET LOAD 1 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 15.54 KNS Vc= 201.90 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 10.7 KN-MET Ts= 0.0 KN-MET LOAD 1 STIRRUPS ARE NOT REQUIRED.

___ 3J____________________ 4000X 500X 500_____________________ 4J____ | | ||=========================================================================|| | 3No16 H 444. 0.TO 2549 3No16 H 444.1951.TO 4000 | | | | 3No16 H 56. 0.TO 4000 | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | ooo | | ooo | | ooo | | ooo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|

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

BEAM NO. 6 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 400. FC - 30. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 56. 2 - 16MM 243. 4000. NO YES

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Monday, July 06, 2015, 02:52 AM

STAAD SPACE -- PAGE NO. 8

|----------------------------------------------------------------| | CRITICAL POS MOMENT= 20.67 KN-MET AT 2000.MM, LOAD 7| | REQD STEEL= 245.MM2, RHO=0.0050, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 88. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 11664.8 cm^4

2 244. 3 - 16MM 0. 2224. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.75 KN-MET AT 0.MM, LOAD 7| | REQD STEEL= 478.MM2, RHO=0.0098, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 44. MMS | | REQD. DEVELOPMENT LENGTH = 768. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 15857.0 cm^4

3 244. 3 - 16MM 2276. 4000. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.70 KN-MET AT 4000.MM, LOAD 7| | REQD STEEL= 477.MM2, RHO=0.0098, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 44. MMS | | REQD. DEVELOPMENT LENGTH = 768. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 15857.0 cm^4

REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

0. 0./ 493. 0./ 39. 0/ 7 333. 0./ 251. 0./ 21. 0/ 7 667. 11./ 87. 1./ 7. 17/ 12 1000. 79./ 24. 7./ 2. 13/ 4 1333. 169./ 16. 14./ 1. 7/ 4 1667. 231./ 8. 19./ 1. 7/ 4 2000. 252./ 0. 21./ 0. 7/ 0 2333. 231./ 0. 19./ 0. 7/ 0 2667. 169./ 0. 14./ 0. 7/ 0 3000. 79./ 3. 7./ 0. 12/ 17 3333. 32./ 86. 3./ 7. 4/ 13 3667. 40./ 251. 3./ 21. 4/ 7 4000. 48./ 492. 4./ 39. 4/ 7

B E A M N O. 6 D E S I G N R E S U L T S - SHEAR

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Monday, July 06, 2015, 02:52 AM

STAAD SPACE -- PAGE NO. 9

AT START SUPPORT - Vu= 52.16 KNS Vc= 44.43 KNS Vs= 25.12 KNS Tu= 0.01 KN-MET Tc= 1.3 KN-MET Ts= 0.0 KN-MET LOAD 7 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1756. MM

AT END SUPPORT - Vu= 52.14 KNS Vc= 44.43 KNS Vs= 25.08 KNS Tu= 0.01 KN-MET Tc= 1.3 KN-MET Ts= 0.0 KN-MET LOAD 7 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1756. MM

___ 5J____________________ 4000X 200X 300_____________________ 6J____ | | ||=========================================================================|| | 3No16 H 244.| 0.TO 2224| | | | | | 3No16 H 244.2276.TO 4000| | | | | 16*8 c/c122 | | | | | | | | | | | | | | | | 16*8 c/c122 | | | 2No16 H 56.|243.TO 4000| | | | | | | | | | | | | | | | | | =======================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ | | | | | | | | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | | | | | | | | |_________| |_________| |_________| |_________|

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

BEAM NO. 7 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 400. FC - 30. MPA, SIZE - 500. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 56. 9 - 16MM 0. 4000. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 262.55 KN-MET AT 4000.MM, LOAD 14| | REQD STEEL= 1751.MM2, RHO=0.0079, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 48. MMS | | REQD. DEVELOPMENT LENGTH = 697. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 174227.7 cm^4

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Monday, July 06, 2015, 02:52 AM

STAAD SPACE -- PAGE NO. 10

2 442. 7 - 20MM 0. 4000. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 301.17 KN-MET AT 0.MM, LOAD 10| | REQD STEEL= 2041.MM2, RHO=0.0092, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 45./ 64. MMS | | REQD. DEVELOPMENT LENGTH = 825. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 200359.5 cm^4

REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

0. 1392./ 2064. 208./ 301. 15/ 10 333. 1146./ 1644. 173./ 244. 15/ 10 667. 901./ 1251. 137./ 188. 15/ 10 1000. 656./ 882. 101./ 135. 15/ 10 1333. 412./ 537. 64./ 83. 15/ 10 1667. 175./ 218. 27./ 34. 11/ 14 2000. 94./ 75. 15./ 12. 10/ 15 2333. 392./ 325. 61./ 51. 10/ 15 2667. 683./ 583. 105./ 90. 10/ 15 3000. 968./ 850. 147./ 130. 10/ 15 3333. 1246./ 1127. 188./ 170. 10/ 15 3667. 1516./ 1414. 226./ 212. 10/ 15 4000. 1780./ 1712. 263./ 253. 14/ 11

B E A M N O. 7 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 123.48 KNS Vc= 199.69 KNS Vs= 0.00 KNS Tu= 2.75 KN-MET Tc= 10.5 KN-MET Ts= 0.0 KN-MET LOAD 3 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 222. MM C/C FOR 1556. MM

AT END SUPPORT - Vu= 123.48 KNS Vc= 199.69 KNS Vs= 0.00 KNS Tu= 2.75 KN-MET Tc= 10.5 KN-MET Ts= 0.0 KN-MET LOAD 3 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 222. MM C/C FOR 1556. MM

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