Tu= 4.57 KN-MET Tc= 1.2 KN-MET Ts= 6.1 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.99 SQ.CM.

___5519J____________________ 430X 200X 300_____________________5692J____ | | ||=========================================================================|| | 4No10 H 257. 0.TO 430 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | 2No12 H 44. 0.TO 430 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 10994 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 430. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 44. 2 - 12MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.09 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 257. 4 - 10MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 23.32 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 257.MM2, RHO=0.0050, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 38. MMS | | REQD. DEVELOPMENT LENGTH = 393. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 11687.7 cm^4

B E A M N O. 10994 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 39.60 KNS Vc= 41.59 KNS Vs= 11.21 KNS Tu= 4.75 KN-MET Tc= 1.2 KN-MET Ts= 6.3 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.07 SQ.CM.

AT END SUPPORT - Vu= 38.90 KNS Vc= 51.15 KNS Vs= 0.72 KNS Tu= 4.75 KN-MET Tc= 1.2 KN-MET Ts= 6.3 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.07 SQ.CM.

___5523J____________________ 430X 200X 300_____________________5760J____ | | ||=========================================================================|| | 4No10 H 257. 0.TO 430 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | 2No12 H 44. 0.TO 430 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11002 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 430. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 10.11 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 144.MM2, RHO=0.0028, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

2 256. 2 - 12MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 20.34 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 223.MM2, RHO=0.0043, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8946.9 cm^4

B E A M N O. 11002 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 34.98 KNS Vc= 41.53 KNS Vs= 5.11 KNS Tu= 4.58 KN-MET Tc= 1.2 KN-MET Ts= 6.1 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.99 SQ.CM.

AT END SUPPORT - Vu= 34.28 KNS Vc= 50.23 KNS Vs= 0.00 KNS Tu= 4.58 KN-MET Tc= 1.2 KN-MET Ts= 6.1 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.99 SQ.CM.

___5527J____________________ 430X 200X 300_____________________5824J____ | | ||=========================================================================|| | 2No12 H 256. 0.TO 430 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | 2No10 H 43. 0.TO 430 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11010 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 430. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END _____________________________________________________________________

1 43. 2 - 10MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.09 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 86.MM2, RHO=0.0017, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 256. 2 - 12MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 15.44 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

B E A M N O. 11010 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.95 KNS Vc= 41.19 KNS Vs= 0.00 KNS Tu= 4.40 KN-MET Tc= 1.1 KN-MET Ts= 5.9 KN-MET LOAD 13 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.92 SQ.CM.

AT END SUPPORT - Vu= 15.02 KNS Vc= 61.96 KNS Vs= 0.00 KNS Tu= 4.40 KN-MET Tc= 1.1 KN-MET Ts= 5.9 KN-MET LOAD 13 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.92 SQ.CM.

___5531J____________________ 430X 200X 300_____________________5885J____ | | ||=========================================================================|| | 2No12 H 256. 0.TO 430 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | 2No10 H 43. 0.TO 430 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | |

| 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11018 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 430. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.98 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 99.MM2, RHO=0.0019, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 256. 2 - 12MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 15.24 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

B E A M N O. 11018 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 6.13 KNS Vc= 40.68 KNS Vs= 0.00 KNS Tu= 3.68 KN-MET Tc= 1.1 KN-MET Ts= 4.9 KN-MET LOAD 14 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.60 SQ.CM.

AT END SUPPORT - Vu= 5.43 KNS Vc= 40.68 KNS Vs= 0.00 KNS Tu= 3.68 KN-MET Tc= 1.1 KN-MET Ts= 4.9 KN-MET LOAD 14 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.60 SQ.CM.

___5535J____________________ 430X 200X 300_____________________5948J____ | | ||=========================================================================|| | 2No12 H 256. 0.TO 430 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | 2No10 H 43. 0.TO 430 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11034 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1470. MM FY - 412. FC - 25. MPA, SIZE - 250. X 400. MMS

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

1 43. 4 - 10MM 0. 1470. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 33.39 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

2 357. 4 - 10MM 0. 1248. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 39.62 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 311.MM2, RHO=0.0035, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24710.7 cm^4

3 357. 2 - 10MM 773. 1470. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.71 KN-MET AT 1470.MM, LOAD 16| | REQD STEEL= 108.MM2, RHO=0.0012, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 165. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 13627.4 cm^4

B E A M N O. 11034 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 29.04 KNS Vc= 65.89 KNS Vs= 0.00 KNS Tu= 0.56 KN-MET Tc= 2.1 KN-MET Ts= 0.0 KN-MET LOAD 16 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 179. MM C/C FOR 385. MM

AT END SUPPORT - Vu= 30.95 KNS Vc= 65.89 KNS Vs= 0.00 KNS Tu= 0.56 KN-MET Tc= 2.1 KN-MET Ts= 0.0 KN-MET LOAD 16 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 179. MM C/C FOR 385. MM

___5543J____________________ 1470X 250X 400_____________________5607J____ | | ||=========================================================================|| | 4No10 H 357. 0.TO 1248 | 2No10 H 357. 773.TO 1470| | | | 4*12c/c179 | | | | 4*12c/c179 | | | 4No10 H 43. 0.TO 1470 | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | oo | | 4#10 | | 4#10 | | 4#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11035 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3470. MM FY - 412. FC - 25. MPA, SIZE - 250. X 400. MMS

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

1 43. 4 - 10MM 0. 3470. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 32.62 KN-MET AT 0.MM, LOAD 14| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS |

| REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

2 357. 4 - 10MM 0. 1837. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 28.90 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 297.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

3 357. 4 - 10MM 1489. 3470. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 37.84 KN-MET AT 3470.MM, LOAD 14| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

B E A M N O. 11035 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 1.22 KNS Vc= 72.49 KNS Vs= 0.00 KNS Tu= 0.60 KN-MET Tc= 2.3 KN-MET Ts= 0.0 KN-MET LOAD 13 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 7.92 KNS Vc= 72.49 KNS Vs= 0.00 KNS Tu= 0.60 KN-MET Tc= 2.3 KN-MET Ts= 0.0 KN-MET LOAD 13 STIRRUPS ARE NOT REQUIRED.

___5543J____________________ 3469X 250X 400_____________________5545J____ | | ||=========================================================================|| | 4No10 H 357. 0.TO 1837 4No10 H 357.1489.TO 3470 | | | | 4No10 H 43. 0.TO 3470 | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | | | | | | | | | | | | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11036 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3470. MM FY - 412. FC - 25. MPA, SIZE - 250. X 400. MMS

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

1 44. 2 - 12MM 0. 3470. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 20.43 KN-MET AT 0.MM, LOAD 14| | REQD STEEL= 209.MM2, RHO=0.0023, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 163. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 18652.9 cm^4

2 357. 4 - 10MM 0. 1547. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 27.35 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 281.MM2, RHO=0.0031, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

3 357. 4 - 10MM 1778. 3470. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 35.43 KN-MET AT 3470.MM, LOAD 14| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

B E A M N O. 11036 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.33 KNS Vc= 70.66 KNS Vs= 0.00 KNS Tu= 0.20 KN-MET Tc= 2.3 KN-MET Ts= 0.0 KN-MET LOAD 13 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 27.80 KNS Vc= 71.25 KNS Vs= 0.00 KNS Tu= 0.37 KN-MET Tc= 2.4 KN-MET Ts= 0.0 KN-MET LOAD 14 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 178. MM C/C FOR 1385. MM

___5544J____________________ 3469X 250X 400_____________________5546J____

||================================ =====================================|| | 4No10 H 357. 0.TO 1547 4No10 H|357.1778.TO|3470 | | | | | | | | | | 9*12c/c179 | | | 2No12 H 44. 0.TO 3470 | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11037 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2740. MM FY - 412. FC - 25. MPA, SIZE - 250. X 400. MMS

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

1 43. 4 - 10MM 0. 2740. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 36.18 KN-MET AT 2740.MM, LOAD 17| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

2 357. 4 - 10MM 0. 1532. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.19 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

3 357. 4 - 10MM 1093. 2740. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 34.37 KN-MET AT 2740.MM, LOAD 16| | REQD STEEL= 299.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 55. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 24860.4 cm^4

B E A M N O. 11037 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 30.87 KNS Vc= 72.05 KNS Vs= 0.00 KNS Tu= 0.62 KN-MET Tc= 2.4 KN-MET Ts= 0.0 KN-MET LOAD 17 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 179. MM C/C FOR 1020. MM

AT END SUPPORT - Vu= 2.40 KNS Vc= 73.33 KNS Vs= 0.00 KNS Tu= 0.30 KN-MET Tc= 2.4 KN-MET Ts= 0.0 KN-MET LOAD 13 STIRRUPS ARE NOT REQUIRED.

___5545J____________________ 2740X 250X 400_____________________5546J____ | | ||=========================================================================|| | 4No10|H 357. 0.TO 1532 | 4No10 H 357.1093.TO 2740 | | 7*12c/c179 | | | | | | 4No10|H 43. 0.TO 2740 | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | | | | | | | | | | | | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11042 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 680. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 680. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.05 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 85.MM2, RHO=0.0017, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 680. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.42 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 134.MM2, RHO=0.0026, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11042 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 5.76 KNS Vc= 41.31 KNS Vs= 0.00 KNS Tu= 1.64 KN-MET Tc= 1.1 KN-MET Ts= 2.2 KN-MET LOAD 15 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 359. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.72 SQ.CM.

AT END SUPPORT - Vu= 4.69 KNS Vc= 41.69 KNS Vs= 0.00 KNS Tu= 1.64 KN-MET Tc= 1.1 KN-MET Ts= 2.2 KN-MET LOAD 15 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 359. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.72 SQ.CM.

___5547J____________________ 680X 200X 300_____________________5613J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 680 | | | | | | 5*12c/c 94| | | | | 5*12c/c 94 | | 2No10 H 43. 0.TO 680 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11043 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 580. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END _____________________________________________________________________

1 43. 2 - 10MM 0. 580. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.42 KN-MET AT 580.MM, LOAD 14| | REQD STEEL= 48.MM2, RHO=0.0009, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 580. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.10 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 144.MM2, RHO=0.0028, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11043 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 6.76 KNS Vc= 40.72 KNS Vs= 0.00 KNS Tu= 2.37 KN-MET Tc= 1.1 KN-MET Ts= 3.2 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 309. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.03 SQ.CM.

AT END SUPPORT - Vu= 5.84 KNS Vc= 74.98 KNS Vs= 0.00 KNS Tu= 2.37 KN-MET Tc= 1.1 KN-MET Ts= 3.2 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 309. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.03 SQ.CM.

___5547J____________________ 579X 200X 300_____________________5608J____ | | ||=========================================================================|| | 2No10 H 257. | 0.TO 580 | | | | | | 5*12c/c 94 | | | | 5*12c/c 94 | | 2No10 H 43. | 0.TO 580 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | |

| 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11045 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 680. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 680. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.25 KN-MET AT 510.MM, LOAD 16| | REQD STEEL= 60.MM2, RHO=0.0012, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 680. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.12 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 101.MM2, RHO=0.0020, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11045 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 5.35 KNS Vc= 41.11 KNS Vs= 0.00 KNS Tu= 1.65 KN-MET Tc= 1.1 KN-MET Ts= 2.2 KN-MET LOAD 14 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 359. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.72 SQ.CM.

AT END SUPPORT - Vu= 4.28 KNS Vc= 41.19 KNS Vs= 0.00 KNS Tu= 1.65 KN-MET Tc= 1.1 KN-MET Ts= 2.2 KN-MET LOAD 14 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 359. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.72 SQ.CM.

___5549J____________________ 680X 200X 300_____________________5614J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 680 | | | | | | 5*12c/c 94| | | | | 5*12c/c 94 | | 2No10 H 43. 0.TO 680 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11051 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3470. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 3470. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 5.05 KN-MET AT 0.MM, LOAD 14| | REQD STEEL= 71.MM2, RHO=0.0014, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 1457. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.90 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 141.MM2, RHO=0.0027, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

3 257. 2 - 10MM 1868. 3470. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.50 KN-MET AT 3470.MM, LOAD 14| | REQD STEEL= 150.MM2, RHO=0.0029, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11051 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 4.33 KNS Vc= 41.50 KNS Vs= 0.00 KNS Tu= 1.45 KN-MET Tc= 1.1 KN-MET Ts= 1.9 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1754. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.63 SQ.CM.

AT END SUPPORT - Vu= 5.46 KNS Vc= 41.50 KNS Vs= 0.00 KNS Tu= 1.45 KN-MET Tc= 1.1 KN-MET Ts= 1.9 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1754. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.63 SQ.CM.

___5551J____________________ 3469X 200X 300_____________________5553J____ | | ||============================== ===================================|| | 2No10 H 257.| 0.TO 1457| | 2No10 H 257.1868.TO 3470| | | | | | 20*12c/c 94 | | | | | | | | | | | | | 20*12c/c 94 | | | 2No10 H 43.| 0.TO 3470| | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11052 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3470. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 3470. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 7.38 KN-MET AT 0.MM, LOAD 14|

| REQD STEEL= 104.MM2, RHO=0.0020, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 1457. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.39 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 148.MM2, RHO=0.0029, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

3 256. 2 - 12MM 1519. 3470. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.30 KN-MET AT 3470.MM, LOAD 14| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

B E A M N O. 11052 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 3.98 KNS Vc= 40.82 KNS Vs= 0.00 KNS Tu= 1.48 KN-MET Tc= 1.1 KN-MET Ts= 2.0 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1754. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.64 SQ.CM.

AT END SUPPORT - Vu= 5.82 KNS Vc= 40.82 KNS Vs= 0.00 KNS Tu= 1.48 KN-MET Tc= 1.1 KN-MET Ts= 2.0 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1754. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.64 SQ.CM.

___5552J____________________ 3469X 200X 300_____________________5554J____ | | ||============================== ==========================================|| | 2No10 H 257.| 0.TO 1457| | 2No12 H|256.1519.TO|3470 | | | | | | | | 20*12c/c 94 | | | | | | | | | | | | | | | 20*12c/c 94 | | | 2No10 H 43.| 0.TO 3470| | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11053 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2740. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 44. 2 - 12MM 0. 2740. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 12.65 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 256. 2 - 12MM 0. 1502. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 15.23 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

3 256. 2 - 12MM 1124. 2740. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 16.29 KN-MET AT 2740.MM, LOAD 16| | REQD STEEL= 177.MM2, RHO=0.0035, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

B E A M N O. 11053 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 4.45 KNS Vc= 41.17 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 1.1 KN-MET Ts= 0.0 KN-MET LOAD 13

STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 5.89 KNS Vc= 41.17 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 1.1 KN-MET Ts= 0.0 KN-MET LOAD 13 STIRRUPS ARE NOT REQUIRED.

___5553J____________________ 2740X 200X 300_____________________5554J____ | | ||=========================================================================|| | 2No12 H 256. 0.TO 1502 2No12 H 256.1124.TO 2740 | | | | 2No12 H 44. 0.TO 2740 | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11060 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 430. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 4 - 10MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 25.17 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 279.MM2, RHO=0.0054, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 38. MMS | | REQD. DEVELOPMENT LENGTH = 393. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 11687.7 cm^4

2 254. 2 - 16MM 0. 430. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 34.31 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 390.MM2, RHO=0.0076, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 481. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 14071.6 cm^4

B E A M N O. 11060 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 13.56 KNS Vc= 41.85 KNS Vs= 0.00 KNS Tu= 7.08 KN-MET Tc= 1.1 KN-MET Ts= 9.4 KN-MET LOAD 14 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.08 SQ.CM.

AT END SUPPORT - Vu= 11.76 KNS Vc= 41.85 KNS Vs= 0.00 KNS Tu= 7.08 KN-MET Tc= 1.1 KN-MET Ts= 9.4 KN-MET LOAD 14 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 234. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.08 SQ.CM.

___5555J____________________ 430X 200X 300_____________________5691J____ | | ||=========================================================================|| | 2No16 H 254. 0.TO 430 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | 4No10 H 43. 0.TO 430 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | 4#10 | | oooo | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11063 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 200. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 7.00 KN-MET AT 0.MM, LOAD 16| | REQD STEEL= 99.MM2, RHO=0.0019, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.81 KN-MET AT 0.MM, LOAD 17| | REQD STEEL= 11.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11063 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 22.67 KNS Vc= 89.33 KNS Vs= 0.00 KNS Tu= 1.76 KN-MET Tc= 1.5 KN-MET Ts= 2.3 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.77 SQ.CM.

AT END SUPPORT - Vu= 21.75 KNS Vc= 89.33 KNS Vs= 0.00 KNS Tu= 1.76 KN-MET Tc= 1.5 KN-MET Ts= 2.3 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.77 SQ.CM.

___5561J____________________ 200X 200X 300_____________________5562J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 200 | | | | 3*12c/c 94 | 3*12c/c 94 | | | 2No10 H 43. 0.TO 200 | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11064 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 44. 2 - 12MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 12.65 KN-MET AT 420.MM, LOAD 17| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 257. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.85 KN-MET AT 420.MM, LOAD 16| | REQD STEEL= 97.MM2, RHO=0.0019, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11064 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 22.01 KNS Vc= 86.48 KNS Vs= 0.00 KNS Tu= 1.53 KN-MET Tc= 1.5 KN-MET Ts= 2.0 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 229. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.67 SQ.CM.

AT END SUPPORT - Vu= 20.24 KNS Vc= 43.90 KNS Vs= 0.00 KNS Tu= 1.53 KN-MET Tc= 1.5 KN-MET Ts= 2.0 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 229. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.67 SQ.CM.

___5562J____________________ 419X 200X 300_____________________5655J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 420 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | | 2No12 H 44. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11065 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 200. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 7.36 KN-MET AT 133.MM, LOAD 14| | REQD STEEL= 104.MM2, RHO=0.0020, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

2 257. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 0.MM2, RHO=0.0000, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11065 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 18.90 KNS Vc= 23.76 KNS Vs= 1.44 KNS Tu= 1.87 KN-MET Tc= 0.3 KN-MET Ts= 2.5 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.81 SQ.CM.

AT END SUPPORT - Vu= 19.82 KNS Vc= 23.76 KNS Vs= 2.66 KNS Tu= 1.87 KN-MET Tc= 0.3 KN-MET Ts= 2.5 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.81 SQ.CM.

___5563J____________________ 200X 200X 300_____________________5564J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 200 | | | | 3*12c/c 94 | 3*12c/c 94 | | | 2No10 H 43. 0.TO 200 | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11066 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 44. 2 - 12MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.31 KN-MET AT 420.MM, LOAD 17| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 257. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.38 KN-MET AT 420.MM, LOAD 16| | REQD STEEL= 104.MM2, RHO=0.0020, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11066 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.85 KNS Vc= 87.39 KNS Vs= 0.00 KNS

Tu= 2.41 KN-MET Tc= 1.5 KN-MET Ts= 3.2 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 229. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.05 SQ.CM.

AT END SUPPORT - Vu= 16.09 KNS Vc= 43.23 KNS Vs= 0.00 KNS Tu= 2.41 KN-MET Tc= 1.5 KN-MET Ts= 3.2 KN-MET LOAD 17 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 229. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.05 SQ.CM.

___5564J____________________ 419X 200X 300_____________________5783J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 420 | | | | | 4*12c/c 94 | | | 4*12c/c 94 | | | 2No12 H 44. 0.TO 420 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11067 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 200. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 43. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.52 KN-MET AT 200.MM, LOAD 17| | REQD STEEL= 92.MM2, RHO=0.0018, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11067 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 13.02 KNS Vc= 34.10 KNS Vs= 0.00 KNS Tu= 1.47 KN-MET Tc= 0.9 KN-MET Ts= 2.0 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.64 SQ.CM.

AT END SUPPORT - Vu= 13.94 KNS Vc= 34.10 KNS Vs= 0.00 KNS Tu= 1.47 KN-MET Tc= 0.9 KN-MET Ts= 2.0 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.64 SQ.CM.

___5565J____________________ 200X 200X 300_____________________5566J____ | | | | | | | 3*12c/c 94 3*12c/c 94 | | 2No10 H 43. 0.TO 200 | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11069 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 200. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 44. 2 - 12MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 17.57 KN-MET AT 200.MM, LOAD 15| | REQD STEEL= 192.MM2, RHO=0.0037, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 257. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 4.15 KN-MET AT 0.MM, LOAD 14| | REQD STEEL= 58.MM2, RHO=0.0011, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11069 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 33.46 KNS Vc= 26.25 KNS Vs= 18.37 KNS Tu= 2.33 KN-MET Tc= 0.5 KN-MET Ts= 3.1 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.02 SQ.CM.

AT END SUPPORT - Vu= 33.82 KNS Vc= 26.25 KNS Vs= 18.84 KNS Tu= 2.33 KN-MET Tc= 0.5 KN-MET Ts= 3.1 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.02 SQ.CM.

___5567J____________________ 200X 200X 300_____________________5568J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 200 | | | | 3*12c/c 94 | 3*12c/c 94 | | | 2No12 H 44. 0.TO 200 | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11071 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 200. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

_____________________________________________________________________

1 44. 2 - 12MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 16.67 KN-MET AT 183.MM, LOAD 15| | REQD STEEL= 182.MM2, RHO=0.0035, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 257. 2 - 10MM 0. 200. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.49 KN-MET AT 200.MM, LOAD 14| | REQD STEEL= 21.MM2, RHO=0.0004, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11071 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 29.18 KNS Vc= 28.15 KNS Vs= 10.76 KNS Tu= 2.25 KN-MET Tc= 0.6 KN-MET Ts= 3.0 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.98 SQ.CM.

AT END SUPPORT - Vu= 29.54 KNS Vc= 28.15 KNS Vs= 11.24 KNS Tu= 2.25 KN-MET Tc= 0.6 KN-MET Ts= 3.0 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 119. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.98 SQ.CM.

___5569J____________________ 200X 200X 300_____________________5570J____ | | ||=========================================================================|| | 2No10 H 257. 0.TO 200 | | | | 3*12c/c 94 | 3*12c/c 94 | | | 2No12 H 44. 0.TO 200 | | | ||=========================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ _________ _________ | | | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | oo | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | 2#10 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

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

BEAM NO. 11072 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 420. MM FY - 412. FC - 25. MPA, SIZE - 200. X 300. MMS

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

1 44. 2 - 12MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 15.57 KN-MET AT 0.MM, LOAD 15| | REQD STEEL= 172.MM2, RHO=0.0033, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 361. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 8871.6 cm^4

2 257. 2 - 10MM 0. 420. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.92 KN-MET AT 0.MM, LOAD 14| | REQD STEEL= 13.MM2, RHO=0.0002, RHOMX=0.0191 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 288./ 35./ 115. MMS | | REQD. DEVELOPMENT LENGTH = 305. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 6585.1 cm^4

B E A M N O. 11072 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 1.70 KNS Vc= 39.43 KNS Vs= 0.00 KNS Tu= 1.80 KN-MET Tc= 1.0 KN-MET Ts= 2.4 KN-MET LOAD 16 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 229. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.78 SQ.CM.

AT END SUPPORT - Vu= 2.38 KNS Vc= 39.43 KNS Vs= 0.00 KNS Tu= 1.80 KN-