Phô lôc 11. týnh to n sµn liªn hîp tçng 1

Transcription

1 Phô lôc 11 týnh to n sµn liªn hîp tçng 1

2 HABICO Tower Project Basement Structure VNCC 05/ Tính toán sàn liên hợp tầng Giả thiết - Sử dụng kết cấu liên hợp bêtông-thép cho kết cấu dầm sàn tầng trệt, bao gồm sàn tôn, dầm thép. - Tải trọng tính toán cho sàn tầng 1 ứng với trường hợp nguy hiểm nhất: tải trọng thi công. Do đó hoạt tải dùng cho tính toán là 22kN/m 2 trên sàn. - Tiêu chuẩn áp dụng là Eurocode 4 cho sàn và AISC-ASD 89 cho dầm liên hợp Đặc trưng vật liệu - Bêtông sàn mác f c =36MPa (mẫu trụ), tương đương với mác C30/37 (theo Eurocode 4). - Cốt thép thường cho sàn: o o Lưới thép: dùng A393 (đường kính 10mm), fy=500mpa Cốt thép trên gối tựa (dầm thép): φ16a100, fy=500mpa - Dầm thép: mác thép SM490A có giới hạn chảy: Fy=325MPa. - Tôn dùng cho sàn: o o Giới hạn chảy : f yp =325MPa Tiết diện tôn sóng : Xem trong phụ lục dưới đây cho hình dạng tiết diện tôn sóng Kết quả kiếm tra - Kết cấu sàn liên hợp đảm bảo khả năng chịu lực. Copyright by VNCC

3

4 SCI Corus Panels and Profiles 5. 1 JOB REFERENCE: Habico Tower Date: DECK REFERENCE: 1F Time: 11:39:34 AM COMPANY NAME: VNCC Job No: CLIENT NAME: Habico FILENAME: Deck Calcs by: Checked by: FULL OUTPUT NOTE: SECTION DESIGNED TO EUROCODES Construction Stage: PASS Max Unity Factor = 0.64 Normal Stage: PASS Max Unity Factor = 0.84 Serviceability: SATISFACTORY Max Unity Factor = 0.31 *** SECTION ADEQUATE *** FLOOR PLAN DATA : (unpropped composite construction with CF80/1.2 decking) Beam centres - equal 3.00 m Span type MULTIPLE Beam or wall width 202 mm Propping NONE PROFILE DATA : (CF80/1.2 decking. Grade S 325 GD ) Depth 80 mm Pitch of deck ribs 300 mm Trough width 120 mm Crest width mm Nominal sheet thickness 1.20 mm Design sheet thickness 1.16 mm Deck weight 0.15 kn/m² Yield strength 325 N/mm² CONCRETE SLAB : Normal Weight Concrete (NWC): Overall slab depth 225 mm Concrete wet density 2400 kg/m³ Concrete class C30/37 Concrete dry density 2350 kg/m³ Modular ratio 10 Mesh reinforcement A393 Bar reinforcement diameter 16 mm Mesh yield strength 500 N/mm² Bar yield strength 500 N/mm² Cover to mesh reinforcement 25 mm Centre of bar from bottom of rib 100 mm Account for End Anchorage YES Shear connectors per rib 1 Diameter of Shear Connectors 19 mm Screeds NONE SECTION PROPERTIES : ***NOTE - 1: All values of inertia are expressed in steel units ***NOTE - 2: Average inertia is used for deflection calculations for the composite stage ***NOTE - 3: Cracked dynamic inertia is used for natural frequency calculations DECK PROFILE: Inertia, Ixx 245 cm4/m Area of profile (Net), Ap 1664 mm²/m COMPOSITE: Inertia, Ixx - Uncracked 7764 cm4/m Cracked 3692 cm4/m Average inertia 5728 cm4/m Cracked inertia (dynamic) 4202 cm4/m Shear bond coefficients - m k Concrete volume m³/m/m LOADS ACTING ON SLAB : (ACTIONS) *** NOTE: Slab subjected to uniformly distributed loads (UDL) ONLY Imposed (occupancy) kn/m² Partitions 0.00 kn/m² Ceilings and services 0.50 kn/m² Finishes 0.00 kn/m² Self weight of concrete slab (wet) 4.27 kn/m² Self weight of decking 0.15 kn/m² Self weight of concrete slab (dry) 4.18 kn/m² Screeds NONE Construction load 1.5 kn/m²

5 LINE LOADS PERPENDICULAR TO DECK SPAN : (ACTIONS) None LINE LOADS PARALLEL TO DECK SPAN : (ACTIONS) None FIRE DATA : Design method FIRE ENGINEERING Fire resistance period 60 mins Non-permanent imposed loads 0.0 kn/m² PARTIAL SAFETY FACTORS : Actions Materials Permanent, gamma G 1.35 Structural steel - elastic, gamma M Permanent - accidental, gamma GA 1.00 Structural steel - buckling, gamma M Variable, gamma Q 1.50 Concrete, gamma C 1.50 Combination factor - Fire, psi Reinforcement, gamma S 1.15 CONSTRUCTION STAGE LOADINGS : Unfactored (kn/m²) Factored (kn/m²) Self weight of decking Self weight of concrete slab (wet) Construction load (one span) Construction load (adjacent span(s)) Total factored load (maximum) = = 8.22 kn/m² EFFECTIVE SPAN OF DECK : NOTE: Critical span is longer span Effective span Le, is the smaller of 1) c/c of supports = 3.00 m 2) clear span + deck depth = / 1000 = 2.88 m Therefore Le = 2.88 m SHEAR RESISTANCE CHECK : *** Check at first interior support position Applied shear = [1.10 * * * 2.25/3] * 2.88 / 2 = kn/m Shear strength of decking, buckling = N/mm² Resistance, Pv = 93.5 kn/m Shear strength of decking, yielding = N/mm² Resistance, Pv = kn/m Shear resistance of decking, Pv = MIN(93.5, 107.8) = 93.5 kn/m UNITY FACTOR = 0.14 PASS WEB CRUSHING RESISTANCE CHECK : *** Check at first interior support position Applied reaction Web crushing resistance, Pw = kn/m = kn/m UNITY FACTOR = 0.41 PASS

6 BENDING RESISTANCE CHECK : SAGGING: Max applied moment = [0.080 * * * 2.25] * 2.88^2 = 6.38 knm/m Moment resistance, Mc = knm/m UNITY FACTOR = 0.43 PASS HOGGING: Max. applied moment = [0.100 * * * 2.25/ 3] * 2.88^2 = 7.31 knm/m Moment resistance, Mc = knm/m UNITY FACTOR = 0.59 PASS INTERACTION OF BENDING MOMENT AND SHEAR : *** Check at first interior support position Applied shear = kn/m Shear resistance, Pv = kn/m Applied moment = 7.31 knm/m Moment resistance, Mc = knm/m UNITY FACTOR = [12.97/93.46]^2 + [7.31/13.66]^2 = 0.37 PASS INTERACTION OF BENDING MOMENT AND WEB CRUSHING : NOTE 1: *** Check at first interior support position NOTE 2: *** a 30% redistribution of hogging moment is taken based on equilibrium of the continuous decking as the sagging moment does not exceed the design resistance Applied reaction Web crushing resistance, Pw Applied moment Moment resistance, Mc = kn/m = kn/m = 5.12 knm/m = knm/m UNITY FACTOR = 24.43/ /13.66 = 0.76 ( < 1.25 ) PASS DEFLECTION CHECK : Allowable deflection ðmax, is the smaller of 1) Effective span/130 (= 22.1 mm ), and 2) 30.0 mm ( absolute maximum value specified ) Max. self weight deflection = * 4.42 * (2.88* 1000 )^4 / (210* )/1000 = 4.07 mm ( < mm ) SATISFACTORY NORMAL STAGE LOADINGS : (see construction load calculations for details): Unfactored (kn/m²) Factored (kn/m²) Dead = Imposed = Superimposed dead = Total = kn/m² kn/m²

7 EFFECTIVE SPAN : Effective span Le, is the smaller of 1) c/c of supports = 3.00 m 2) clear span + slab overall depth = / 1000 = 3.02 m Therefore Le = 3.00 m SHEAR RESISTANCE CHECK : Maximum applied shear = 0.5 * * 3.00 = kn/m Shear stress in concrete, v = 0.81 N/mm² Shear strength of concrete, vc = 0.96 N/mm² Shear resistance = * * 0.33 * 1.44 * ( * 0.02) / = kn/m UNITY FACTOR = 0.84 PASS PUNCHING SHEAR CHECK : Not Applicable SHEAR BOND RESISTANCE CHECK : Shear span = 3.00 / 4 = 0.75 m Applied shear = * ( ) * 0.5 * 3.0 * 1.0 = kn/m Shear due to shear bond = 1000 * 182.5/1.25 * [101.6 * / (1000 * 750.0) )] / 1000 = kn/m (using m&k method) Tension in bar reinforcement = 201.1/1.15 * / = kn/m Moment due to reinforcement = * ( /2) / 1000 = knm/m Shear due to reinforcement = /.75 = kn/m Force in shear connectors = MIN(26.05, 17.44) * 1000/ * 1 = kn/m Moment due to end anchorage = * ( /2) /1000 = 9.27 kn/m Shear due to end anchorage = 0.5 * MIN(9.27 /.75, 76.10) = 6.18 kn/m Total shear resistance = = kn/m UNITY FACTOR = 0.43 PASS BENDING RESISTANCE CHECK : Applied bending moment = * * 3.00^2 = knm/m Depth of concrete stress block = mm NOTE: depth of concrete in compression may be limited to 0.45 ds Tension in decking = kn/m Tension in bar reinforcement = kn/m Depth to position of resultant tension = (291.4 * * 182.5) / ( ) = mm Lever arm = mm NOTE: lever arm may be limited to 0.95 ds Compression in concrete = kn/m Moment resistance = * /1000 = knm/m UNITY FACTOR = 0.41 PASS

8 FIRE RESISTANCE CHECK : Effective span in fire, is the greater of 1) c/c suppports - support width = / 1000 = 2.80 m 2) c/c supports = / 1000 = 2.85 m i.e effective span in fire = 2.85 m Fire dead load = = 4.83 kn/m² Non-permanent fire imposed load = 0.50 * 0.0 *22.00 = 0.0 kn/m² Permanent fire imposed load = (1-0.0) * = kn/m² Fire imposed load = = kn/m² Fire free moment = * ( ) * 2.85^2 = knm/m Moment resistance, sagging = knm/m Moment resistance, Mr = knm/m UNITY FACTOR = 0.64 PASS DEFLECTION CHECK : Allowable deflection ðmax-i under imposed loads, is the smaller of 1) Effective span/350 (= 8.6 mm ), and 2) 20.0 mm ( absolute maximum value specified by user) Imposed load deflection = 5 / 384 * * (3.00* 1000 )^4 / (210 * )/1000 = 1.9 mm ( < 8.6 mm ) SATISFACTORY Allowable total deflection ðmax-t, is the smaller of 1) Effective span/250 or 12.0 mm, and 2) 30.0 mm ( absolute maximum value specified by user) Deflection due to imposed loads = 1.9 mm (based on average inertia) Additional deflection due to superimposed dead loads = 0.0 mm (based on average inertia) Total deflection = = 2.0 mm ( < 12.0 mm ) SATISFACTORY DYNAMIC SENSITIVITY : *** NOTE: loads are dead + super-imposed dead + 10% imposed Dynamic inertia (cracked section) = 4202 cm4 Maximum deflection = 5 / 384 * * (3.00* 1000 )^4 / (210 * )/1000 = 1.89 mm Frequency = 18 / sqr( 1.89 ) = Hz ( greater than 4.00 Hz) SATISFACTORY

9

10

11

12

13 ETABS ETABS v File: Habico-Construction - August 28, :05 Plan View - 1F - Elevation Composite Design - Design Data (Sections, Stud) (AISC-ASD89) - Kgf-m Units

14 ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 1 C O N C R E T E M A T E R I A L P R O P E R T Y D A T A Material Modulus of Unit Concrete Label Elasticity Weight f'c C ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 2 S T E E L M A T E R I A L P R O P E R T Y D A T A Material Modulus of Unit Steel Steel Steel Label Elasticity Weight Fy Fu Price SM490A $ ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 3 F R A M E S E C T I O N P R O P E R T Y D A T A (TABLE 1) Section Material bf tf d tw bf tf Label Label Top Top Depth Web Thick Bottom Bottom SG1 SM490A E E E-02 SG2/SB5 SM490A E E E-02 SG2A SM490A E E E-02 SG2B/SG4 SM490A E E E-02 SG3 SM490A E E E-02 SG3B/CG1 SM490A E E E-02 SG5B/SB4 SM490A E E E-02 SG8/SB2A SM490A E E E-02 SB1 SM490A E E E-02 SB3 SM490A E E E-02 ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 4 F R A M E S E C T I O N P R O P E R T Y D A T A (TABLE 2) Section Material I33 S33 Z33 Label Label k Major Major Major SG1 SM490A 1.500E E E E-03 SG2/SB5 SM490A 2.000E E E E-03 SG2A SM490A 2.800E E E E-02 SG2B/SG4 SM490A 2.400E E E E-03 SG3 SM490A 3.000E E E E-02 SG3B/CG1 SM490A 3.500E E E E-02 SG5B/SB4 SM490A 4.000E E E E-02 SG8/SB2A SM490A 2.300E E E E-03 SB1 SM490A 1.900E E E E-03 SB3 SM490A 1.400E E E E-03 ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 5 D E C K S E C T I O N P R O P E R T Y D A T A ( G E O M E T R Y ) Section Solid Slab Deck Rib Rib Label Slab Cover Depth Width Spacing DECK300 No E ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 6 D E C K S E C T I O N P R O P E R T Y D A T A ( M A T E R I A L P R O P E R T I E S ) Section Deck Slab Deck Deck Shear Deck Label Type Material Material Thickness UnitWeight DECK300 Filled C36 N/A N/A ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 7 D E C K S E C T I O N P R O P E R T Y D A T A ( S H E A R S T U D S ) Section Stud Stud Stud Label Diameter Height Fu DECK E ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 8 S U M M A R Y O F C O M P O S I T E B E A M O U T P U T (TABLE 1)

15 Story Beam Section Beam Stud Stud Beam Beam Passed/ Level Label Name Fy Diameter Layout/Total Shored Camber Failed 1F B15 SB No Failed 1F B16 SB No Failed 1F B17 SB No Failed 1F B18 SB No Failed 1F B19 SB No Failed 1F B20 SB No Failed 1F B21 SB No Failed 1F B22 SB No Failed 1F B27 SB No Passed 1F B28 SG , 19 No Passed 1F B29 SG , 19 No Passed 1F B30 SG , 19 No Passed 1F B31 SG , 19 No Passed 1F B32 SG , 19 No Passed 1F B34 SG , 13 No Passed 1F B53 SG2B/SG No Passed 1F B55 SG2B/SG , 5 No Passed 1F B57 SG No Passed 1F B58 SG No Passed 1F B59 SG No Passed 1F B60 SG No Passed 1F B61 SG No Passed 1F B62 SG No Passed 1F B64 SG No Passed 1F B70 TMSG , 2, 3 No Passed 1F B84 SB No Passed 1F B85 SB No Passed 1F B86 SB No Passed 1F B87 SB No Passed 1F B88 SB No Passed 1F B95 SG5B/SB No Passed 1F B96 SG5B/SB No Passed 1F B97 SG5B/SB No Passed 1F B99 SG , 1, 3, 1, 3 No Passed 1F B100 TSG , 0, 0 No Passed 1F B102 TSG , 3, 3 No Passed 1F B103 TSG , 3, 3 No Passed 1F B104 TSG , 3, 3 No Passed 1F B111 SG2A , 8, 13 No Passed 1F B113 SG3B/CG , 4, 2 No Passed 1F B118 SB No Passed 1F B119 SB No Passed 1F B120 SB No Passed 1F B121 SB No Passed 1F B122 SB No Passed 1F B125 SB No Passed 1F B126 SB No Failed 1F B127 SB No Failed 1F B128 SG2B/SG No Passed 1F B129 SG8/SB2A No Failed 1F B130 SG8/SB2A No Failed 1F B155 SB No Passed 1F B156 SB No Passed 1F B157 SB No Passed 1F B197 SB No Passed 1F B198 SB No Failed 1F B199 SB No Failed 1F B202 SG , 1, 2, 1 No Passed 1F B203 SB No Passed 1F B211 SG2A , 4 No Passed 1F B213 SG3B/CG , 3 No Passed 1F B247 SG5B/SB , 16, 9, 18 No Passed 1F B251 SG5B/SB , 3, 1 No Passed 1F B254 SG5B/SB No Passed 1F B255 SG5B/SB No Passed 1F B256 SG5B/SB No Passed 1F B267 TMSG , 3, 19 No Passed 1F B276 SG3B/CG , 1 No Passed 1F B279 SB No Passed 1F B281 SG , 3 No Passed 1F B282 SB No Failed 1F B330 SB No Passed 1F B331 SB No Passed 1F B332 SB No Passed 1F B334 SG3C/SG No Passed 1F B335 SB No Passed 1F B336 SB No Passed 1F B338 SG2A , 3, 2 No Passed 1F B344 SG2B/SG No Passed 1F B345 SG8/SB2A No Passed 1F B346 SG8/SB2A No Passed 1F B350 SB No Failed 1F B359 SG8/SB2A No Passed

16 1F B391 SG5B/SB , 21, 6, 18 No Passed 1F B395 SG5B/SB , 4, 3 No Passed 1F B398 SG5B/SB No Passed 1F B399 SG5B/SB No Passed 1F B400 SG5B/SB No Passed 1F B401 SG5B/SB No Passed 1F B402 SG5B/SB No Passed 1F B406 TMSG , 3, 19 No Passed 1F B413 TMSG , 0 No Passed 1F B419 STRUT No Passed 1F B422 SG8/SB2A No Failed 1F B425 SB No Failed 1F B426 SB No Passed 1F B432 SG2A , 3, 3 No Passed 1F B442 TMSG No Passed 1F B450 TMSG No Passed 1F B458 TMSG No Passed 1F B467 TMSG No Passed 1F B483 SG8/SB2A No Failed 1F B484 SB No Passed 1F B487 SB No Failed 1F B488 SB No Failed 1F B490 SG3C/SG No Passed 1F B491 SB No Failed 1F B492 SB No Failed 1F B493 SB No Passed 1F B494 SB No Passed 1F B495 SB No Passed 1F B498 SG2B/SG , 0, 0 No Failed 1F B499 SG8/SB2A No Failed 1F B500 SG8/SB2A No Failed 1F B501 TSG , 2 No Passed 1F B503 TSG , 2 No Passed 1F B505 TSG , 3 No Passed 1F B506 TSG , 3 No Passed 1F B516 TMSG No Passed 1F B517 TMSG No Passed 1F B524 SB No Passed 1F B525 SB No Passed 1F B526 SB No Passed 1F B527 SB No Passed 1F B528 SB No Passed 1F B529 SB No Failed 1F B534 TMSG , 0 No Passed 1F B535 TMSG , 0 No Passed 1F B548 TMSG , 3, 3 No Passed 1F B552 SG2A , 3 No Passed 1F B555 SG2A , 2 No Passed 1F B562 SG2A No Passed 1F B563 SG2A No Passed 1F B565 SG2A , 5 No Passed 1F B567 SG2A No Passed 1F B570 SG2A , 3, 3 No Passed 1F B579 SB No Passed 1F B580 SB No Passed 1F B581 SB No Failed 1F B583 SB No Failed 1F B585 SG3C/SG No Passed 1F B587 TMSG No Passed 1F B588 SB No Passed 1F B589 SB No Passed 1F B590 TMSG No Passed 1F B591 TMSG No Passed 1F B593 SB No Passed 1F B599 SG8/SB2A No Passed 1F B600 SG8/SB2A No Passed 1F B602 SB No Failed 1F B603 TSG , 3 No Passed 1F B604 SB No Failed 1F B605 SB No Failed 1F B606 TSG , 3 No Passed 1F B608 SG No Passed 1F B614 TMSG , 3 No Passed 1F B621 TMSG No Passed 1F B629 SG2A No Passed 1F B630 SG2A No Passed 1F B633 SG2A , 3, 3 No Passed 1F B640 STRUT No Passed 1F B643 TSG , 1 No Passed 1F B645 SG No Passed 1F B646 SB No Failed 1F B647 TSG , 3 No Passed 1F B648 SB No Failed 1F B649 SB No Failed 1F B652 SB No Failed 1F B654 SG3C/SG No Passed

17 1F B655 TMSG No Passed 1F B656 SB No Passed 1F B657 SB No Failed 1F B658 TMSG No Passed 1F B659 TMSG No Passed 1F B661 SB No Passed 1F B667 SG8/SB2A No Passed 1F B668 SG8/SB2A No Passed 1F B670 TMSG No Passed 1F B674 SG2B/SG No Passed 1F B675 SB No Passed 1F B676 SB No Passed 1F B677 SB No Failed 1F B678 SB No Passed 1F B680 SB No Passed 1F B681 TSG , 3 No Passed 1F B684 TMSG No Passed 1F B693 SG2B/SG No Failed 1F B694 TMSG No Passed 1F B696 TMSG , 3 No Passed 1F B699 SG2A , 2 No Passed 1F B702 SG2A , 2 No Passed 1F B724 SG8/SB2A No Passed 1F B726 SG8/SB2A No Passed 1F B728 SG8/SB2A No Passed 1F B731 SG8/SB2A No Passed 1F B735 SG8/SB2A , 0, 0 No Failed 1F B740 SB No Failed 1F B753 SB No Passed 1F B754 SG5B/SB No Failed 1F B755 SG5B/SB No Failed 1F B757 SG , 1, 43 No Failed 1F B759 SG3B/CG , 2 No Passed 1F B760 SG3B/CG , 2 No Passed 1F B761 SG3B/CG , 2 No Passed 1F B763 SG8/SB2A No Passed 1F B764 SB No Passed 1F B765 SB No Passed 1F B766 SB No Passed 1F B767 SB No Passed 1F B768 SG8/SB2A No Passed 1F B771 SB No Passed 1F B778 SB No Failed 1F B789 SG5B/SB No Passed 1F B794 SB No Passed 1F B797 SG5B/SB No Failed 1F B798 SG8/SB2A No Passed 1F B799 SB No Passed 1F B800 SB No Passed 1F B801 SB No Passed 1F B802 SB No Passed 1F B803 SG8/SB2A No Passed 1F B813 SG8/SB2A No Passed 1F B814 SG8/SB2A No Failed 1F B816 SB No Failed 1F B834 SB No Passed 1F B838 SG5B/SB No Passed 1F B840 SG3B/CG , 4, 3 No Passed 1F B841 SG3B/CG , 4, 3 No Passed 1F B842 SG3B/CG , 4, 3 No Passed 1F B849 SG8/SB2A No Passed 1F B850 SB No Passed 1F B851 SB No Passed 1F B852 SB No Passed 1F B853 TSG , 3 No Passed 1F B854 SB No Passed 1F B855 SG8/SB2A No Passed 1F B857 SG2/SB No Passed 1F B860 SG5B/SB No Failed 1F B876 SB No Failed 1F B878 SG1B , 0, 0 No Passed 1F B879 SG5B/SB No Failed 1F B880 SG No Passed 1F B882 SG No Passed 1F B885 SG No Passed 1F B888 SG No Passed 1F B892 SG No Passed 1F B896 SG No Passed 1F B904 SG , 11, 35 No Failed 1F B918 SB No Failed 1F B931 SG3C/SG No Passed 1F B936 SB No Passed 1F B942 SG1B , 2 No Passed 1F B946 SG8/SB2A No Failed 1F B947 SB No Failed 1F B948 SB No Failed

18 1F B949 SB No Passed 1F B950 SB No Passed 1F B952 SB No Passed 1F B955 TMSG , 0 No Passed 1F B966 SB No Passed 1F B968 SG3C/SG , 4, 4 No Passed 1F B969 SG3C/SG , 4, 4 No Passed 1F B970 SG3C/SG , 4, 4 No Passed 1F B974 SB No Failed 1F B975 SG3C/SG No Passed 1F B977 SG2/SB No Passed 1F B978 SG2/SB No Failed 1F B983 SB No Passed 1F B987 SB No Passed 1F B994 SG8/SB2A No Failed 1F B995 SB No Failed 1F B996 SB No Failed 1F B1006 SB No Passed 1F B1028 SB , 0 No Failed 1F B1029 SB , 9 No Passed 1F B1033 SG3C/SG , 1, 2, 2, 1, 3 No Passed 1F B1034 SG7A , 3, 0 No Passed 1F B1035 SG7A , 3 No Passed 1F B1038 SG2B/SG , 3, 0 No Passed 1F B1042 SG2/SB , 0 No Failed 1F B1043 SG , 0 No Failed 1F B1044 SG3C/SG , 3, 3, 2 No Passed 1F B1047 SG , 3, 10, 10, 40, No Failed 1F B1053 SG , 4, 1 No Passed 1F B1057 SG , 7, 4, 9, 5 No Passed 1F B1063 SG , 20 No Passed 1F B1065 TMSG , 1 No Passed 1F B1067 SG3C/SG , 3, 3 No Passed 1F B1068 SG3B/CG , 4, 3 No Passed 1F B1069 SG3B/CG , 4, 3 No Passed 1F B1070 SG3B/CG , 13, 14, 20 No Passed 1F B1071 TSG , 4, 3 No Passed 1F B1072 SG2A , 6 No Passed 1F B1073 TMSG , 3, 2 No Passed 1F B1074 TMSG , 0 No Passed 1F B1075 SG8/SB2A , 4 No Passed 1F B1076 SG8/SB2A , 64, 101 No Failed 1F B1077 SG2A , 2 No Passed 1F B1078 TSG , 3 No Passed 1F B1080 SG2A , 18, 46 No Failed 1F B1082 TSG , 4, 1 No Passed 1F B1083 SG2A , 3 No Passed 1F B1084 TMSG , 0 No Passed 1F B1087 TSG No Passed 1F B1090 TSG No Passed 1F B1091 TSG No Passed 1F B1094 TSG No Passed 1F B1097 TSG No Passed 1F B1100 SG3B/CG , 4, 1, 1 No Passed 1F B1107 TMSG No Passed 1F B1109 TMSG No Passed 1F B1111 TMSG No Passed 1F B1112 TSG , 3, 3 No Passed 1F B1114 TMSG No Passed 1F B1118 SG , 3 No Passed 1F B1123 SG5B/SB , 1, 3, 3, 3 No Passed 1F B1126 SG3C/SG , 4, 4, 14 No Passed 1F B1136 SG5B/SB , 3 No Passed 1F B1137 SG5B/SB , 0 No Passed 1F B1140 SG3B/CG , 0, 0, 0, 0, 0, No Failed 1F B1141 SG2A , 2, 1 No Passed 1F B1142 SG No Passed 1F B1143 SG7A , 0, 0, 0, 0, 0 No Passed 1F B1149 SG2B/SG , 0 No Failed 1F B1152 SG2A , 0, 0 No Passed 1F B1156 SG3C/SG No Passed 1F B1157 TMSG , 0 No Passed 1F B1163 SG2B/SG , 0 No Passed 1F B1164 SG2A No Passed 1F B1166 SG2/SB , 0, 0 No Passed 1F B1172 SB , 0, 0, 0 No Failed 1F B1176 SB , 0, 0 No Passed 1F B1180 TMSG , 0 No Passed 1F B1182 SG3C/SG , 3, 3 No Passed 1F B1183 SG2/SB , 0, 0, 0, 0 No Failed 1F B1185 SB , 0, 0 No Failed 1F B1188 SG8/SB2A , 3 No Passed 1F B1189 SG2A , 0, 0, 0 No Failed 1F B1190 SG2A , 0 No Passed 1F B1191 SG , 0 No Failed

19 ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 9 S U M M A R Y O F C O M P O S I T E B E A M O U T P U T (TABLE 2) Story Beam Section Reaction Reaction Mmax Mmax PCC Overall Level Label Name Left Right Negative Positive Percent Ratio 1F B15 SB % F B16 SB % F B17 SB % F B18 SB % F B19 SB % F B20 SB % F B21 SB % F B22 SB % F B27 SB % F B28 SG % F B29 SG % F B30 SG % F B31 SG % F B32 SG % F B34 SG % F B53 SG2B/SG % F B55 SG2B/SG % F B57 SG % F B58 SG % F B59 SG % F B60 SG % F B61 SG % F B62 SG % F B64 SG % F B70 TMSG % F B84 SB % F B85 SB % F B86 SB % F B87 SB % F B88 SB % F B95 SG5B/SB % F B96 SG5B/SB % F B97 SG5B/SB % F B99 SG % F B100 TSG % F B102 TSG % F B103 TSG % F B104 TSG % F B111 SG2A % F B113 SG3B/CG % F B118 SB % F B119 SB % F B120 SB % F B121 SB % F B122 SB % F B125 SB % F B126 SB % F B127 SB % F B128 SG2B/SG % F B129 SG8/SB2A % F B130 SG8/SB2A % F B155 SB % F B156 SB % F B157 SB % F B197 SB % F B198 SB % F B199 SB % F B202 SG % F B203 SB % F B211 SG2A % F B213 SG3B/CG % F B247 SG5B/SB % F B251 SG5B/SB % F B254 SG5B/SB % F B255 SG5B/SB % F B256 SG5B/SB % F B267 TMSG % F B276 SG3B/CG % F B279 SB % F B281 SG % F B282 SB % F B330 SB % F B331 SB % F B332 SB % F B334 SG3C/SG % F B335 SB % F B336 SB % F B338 SG2A % F B344 SG2B/SG % 0.191

20 1F B345 SG8/SB2A % F B346 SG8/SB2A % F B350 SB % F B359 SG8/SB2A % F B391 SG5B/SB % F B395 SG5B/SB % F B398 SG5B/SB % F B399 SG5B/SB % F B400 SG5B/SB % F B401 SG5B/SB % F B402 SG5B/SB % F B406 TMSG % F B413 TMSG % F B419 STRUT % F B422 SG8/SB2A % F B425 SB % F B426 SB % F B432 SG2A % F B442 TMSG % F B450 TMSG % F B458 TMSG % F B467 TMSG % F B483 SG8/SB2A % F B484 SB % F B487 SB % F B488 SB % F B490 SG3C/SG % F B491 SB % F B492 SB % F B493 SB % F B494 SB % F B495 SB % F B498 SG2B/SG % F B499 SG8/SB2A % F B500 SG8/SB2A % F B501 TSG % F B503 TSG % F B505 TSG % F B506 TSG % F B516 TMSG % F B517 TMSG % F B524 SB % F B525 SB % F B526 SB % F B527 SB % F B528 SB % F B529 SB % F B534 TMSG % F B535 TMSG % F B548 TMSG % F B552 SG2A % F B555 SG2A % F B562 SG2A % F B563 SG2A % F B565 SG2A % F B567 SG2A % F B570 SG2A % F B579 SB % F B580 SB % F B581 SB % F B583 SB % F B585 SG3C/SG % F B587 TMSG % F B588 SB % F B589 SB % F B590 TMSG % F B591 TMSG % F B593 SB % F B599 SG8/SB2A % F B600 SG8/SB2A % F B602 SB % F B603 TSG % F B604 SB % F B605 SB % F B606 TSG % F B608 SG % F B614 TMSG % F B621 TMSG % F B629 SG2A % F B630 SG2A % F B633 SG2A % F B640 STRUT % F B643 TSG % F B645 SG % F B646 SB % F B647 TSG % 0.273

21 1F B648 SB % F B649 SB % F B652 SB % F B654 SG3C/SG % F B655 TMSG % F B656 SB % F B657 SB % F B658 TMSG % F B659 TMSG % F B661 SB % F B667 SG8/SB2A % F B668 SG8/SB2A % F B670 TMSG % F B674 SG2B/SG % F B675 SB % F B676 SB % F B677 SB % F B678 SB % F B680 SB % F B681 TSG % F B684 TMSG % F B693 SG2B/SG % F B694 TMSG % F B696 TMSG % F B699 SG2A % F B702 SG2A % F B724 SG8/SB2A % F B726 SG8/SB2A % F B728 SG8/SB2A % F B731 SG8/SB2A % F B735 SG8/SB2A % F B740 SB % F B753 SB % F B754 SG5B/SB % F B755 SG5B/SB % F B757 SG % F B759 SG3B/CG % F B760 SG3B/CG % F B761 SG3B/CG % F B763 SG8/SB2A % F B764 SB % F B765 SB % F B766 SB % F B767 SB % F B768 SG8/SB2A % F B771 SB % F B778 SB % F B789 SG5B/SB % F B794 SB % F B797 SG5B/SB % F B798 SG8/SB2A % F B799 SB % F B800 SB % F B801 SB % F B802 SB % F B803 SG8/SB2A % F B813 SG8/SB2A % F B814 SG8/SB2A % F B816 SB % F B834 SB % F B838 SG5B/SB % F B840 SG3B/CG % F B841 SG3B/CG % F B842 SG3B/CG % F B849 SG8/SB2A % F B850 SB % F B851 SB % F B852 SB % F B853 TSG % F B854 SB % F B855 SG8/SB2A % F B857 SG2/SB % F B860 SG5B/SB % F B876 SB % F B878 SG1B % F B879 SG5B/SB % F B880 SG % F B882 SG % F B885 SG % F B888 SG % F B892 SG % F B896 SG % F B904 SG % F B918 SB % F B931 SG3C/SG % F B936 SB % 0.838

22 1F B942 SG1B % F B946 SG8/SB2A % F B947 SB % F B948 SB % F B949 SB % F B950 SB % F B952 SB % F B955 TMSG % F B966 SB % F B968 SG3C/SG % F B969 SG3C/SG % F B970 SG3C/SG % F B974 SB % F B975 SG3C/SG % F B977 SG2/SB % F B978 SG2/SB % F B983 SB % F B987 SB % F B994 SG8/SB2A % F B995 SB % F B996 SB % F B1006 SB % F B1028 SB % F B1029 SB % F B1033 SG3C/SG % F B1034 SG7A % F B1035 SG7A % F B1038 SG2B/SG % F B1042 SG2/SB % F B1043 SG % F B1044 SG3C/SG % F B1047 SG % F B1053 SG % F B1057 SG % F B1063 SG % F B1065 TMSG % F B1067 SG3C/SG % F B1068 SG3B/CG % F B1069 SG3B/CG % F B1070 SG3B/CG % F B1071 TSG % F B1072 SG2A % F B1073 TMSG % F B1074 TMSG % F B1075 SG8/SB2A % F B1076 SG8/SB2A % F B1077 SG2A % F B1078 TSG % F B1080 SG2A % F B1082 TSG % F B1083 SG2A % F B1084 TMSG % F B1087 TSG % F B1090 TSG % F B1091 TSG % F B1094 TSG % F B1097 TSG % F B1100 SG3B/CG % F B1107 TMSG % F B1109 TMSG % F B1111 TMSG % F B1112 TSG % F B1114 TMSG % F B1118 SG % F B1123 SG5B/SB % F B1126 SG3C/SG % F B1136 SG5B/SB % F B1137 SG5B/SB % F B1140 SG3B/CG % F B1141 SG2A % F B1142 SG % F B1143 SG7A % F B1149 SG2B/SG % F B1152 SG2A % F B1156 SG3C/SG % F B1157 TMSG % F B1163 SG2B/SG % F B1164 SG2A % F B1166 SG2/SB % F B1172 SB % F B1176 SB % F B1180 TMSG % F B1182 SG3C/SG % F B1183 SG2/SB % F B1185 SB % F B1188 SG8/SB2A % 0.735

23 1F B1189 SG2A % F B1190 SG2A % F B1191 SG % ETABS v9.5.0 File:HABICO-CONSTRUCTION Units:KN-m August 28, :17 PAGE 10 S U M M A R Y O F C O M P O S I T E B E A M O U T P U T (TABLE 3) Story Beam Section Overall Stud Strength Construc Strength Construc Level Label Name Ratio Ratio PM Ratio PM Ratio Shr Ratio Shr Ratio 1F B15 SB F B16 SB F B17 SB F B18 SB F B19 SB F B20 SB F B21 SB F B22 SB F B27 SB F B28 SG F B29 SG F B30 SG F B31 SG F B32 SG F B34 SG F B53 SG2B/SG F B55 SG2B/SG F B57 SG F B58 SG F B59 SG F B60 SG F B61 SG F B62 SG F B64 SG F B70 TMSG F B84 SB F B85 SB F B86 SB F B87 SB F B88 SB F B95 SG5B/SB F B96 SG5B/SB F B97 SG5B/SB F B99 SG F B100 TSG F B102 TSG F B103 TSG F B104 TSG F B111 SG2A F B113 SG3B/CG F B118 SB F B119 SB F B120 SB F B121 SB F B122 SB F B125 SB F B126 SB F B127 SB F B128 SG2B/SG F B129 SG8/SB2A F B130 SG8/SB2A F B155 SB F B156 SB F B157 SB F B197 SB F B198 SB F B199 SB F B202 SG F B203 SB F B211 SG2A F B213 SG3B/CG F B247 SG5B/SB F B251 SG5B/SB F B254 SG5B/SB F B255 SG5B/SB F B256 SG5B/SB F B267 TMSG F B276 SG3B/CG F B279 SB F B281 SG F B282 SB F B330 SB F B331 SB F B332 SB F B334 SG3C/SG