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    1. Design Information

    Design Code : AASHTO-LRFD02

    Unit System : kN, mMaterial Data : fc' = 20684.3, fy = 275790, fys = 413686 KPa

    Beam Span : 0.325 m

    Section Property: 0.15x1m (No : 1)

    2. Section Diagram

    [END-I]

    0.1

    50.025

    0.025

    1

    TOP : 8- #4,

    TOP :BOT : 8- #4,

    BOT :

    STIRRUPS : 2.0-#3 @150

    [MID]

    0.1

    50.025

    0.025

    1

    TOP : 8- #4,

    TOP :BOT : 8- #4,

    BOT :

    STIRRUPS : 2.0-#3 @150

    [END-J]

    0.1

    50.025

    0.025

    1

    TOP : 8- #4,

    TOP :BOT : 8- #4,

    BOT :

    STIRRUPS : 2.0-#3 @150

    3. Bending Moment Capacity

    END-I MID END-J

    Negative Moment (Mu)

    (-) Load Combination No.

    Strength (Mr)

    Check Ratio (Mu/Mr)

    Positive Moment (Mu)

    (-) Load Combination No.

    Strength (Mr)

    Check Ratio (Mu/Mr)

    Using Rebar Top (As_top)

    Using Rebar Bot (As_bot)

    0.00

    1

    29.87

    0.0000

    20.85

    1

    29.87

    0.6982

    0.0010

    0.0010

    0.00

    1

    0.00

    0.0000

    15.69

    1

    29.87

    0.5251

    0.0000

    0.0010

    0.00

    1

    29.87

    0.0000

    20.85

    1

    29.87

    0.6982

    0.0010

    0.0010

    4. Shear Capacity

    END-I MID END-J

    Factored Shear Force (Vu)

    Shear Strength by Conc.(phiVc)

    Shear Strength by Rebar.(phiVs)

    Using Shear Reinf. (Av)

    Using Stirrups Spacing

    Check Ratio

    63.80

    100.85

    65.65

    0.0009

    2.0-#3 @150

    0.3832

    64.53

    110.50

    73.87

    0.0009

    2.0-#3 @150

    0.3500

    63.80

    100.85

    65.65

    0.0009

    2.0-#3 @150

    0.3832

    Company

    Author

    Project Title

    File NameAdmin C:\...\Desktop\vdmidas\Deck.mcb

    Modeling, Integrated Design & Analysis Software

    http://www.MidasUser.com

    MIDAS/Civil V 7.9.5

    Print Date/Time : 08/18/2014 15:02

    MIDAS/Civil RC Beam Checking Result

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    MIDAS/Civil RC Beam Checking ResultPROJECT TITLE :

    Company

    Author

    Client

    File NameAdmin Untitled.rcs

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MI DAS/ Ci vi l - RC- Beam Checki ng [ AASHTO- LRFD02 ] Ci vi l 2012==========================================================================================

    +============================================================+ | MI DAS( Model i ng, I nt egr ated Desi gn & Anal ysi s Sof t ware) | | MI DAS/ Ci vi l - Desi gn & checki ng syst emf or wi ndows | +============================================================+ | RC- Member ( Beamor Col umn) Anal ysi s and Desi gn | | Based On AASHTO- LRFD02, AASHTO- LFD96, ACI 318- 02, | | CSA- S6- 00, Eur ocode2- 2: 05, I RC: 21- 2000 | | | | | | | | | | ( c) SI NCE 1989 | +============================================================+

    | MI DAS I nf ormati on Technol ogy Co. , Lt d. ( MI DAS I T) | | MI DAS I T Desi gn Devel opment Team | +============================================================+ | HomePage : www. Mi dasUser . com | | Tel : 360- 753- 5540, Fax : 360- 753- 5542 | +============================================================+ | MI DAS/ Ci vi l Ver si on 7. 9. 5 | +============================================================+

    *. DEFI NI TI ON OF LOAD COMBI NATI ONS WI TH SCALI NG UP FACTORS.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LCB C Loadcase Name( Fact or ) + Loadcase Name( Fact or ) + Loadcase Name( Fact or )- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 SW( 1. 250) + P( 1. 750) 2 2 SW( 1. 000) + P( 1. 000)

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

    - 1 / 13 -

    Print Date/Time : 08/18/2014 15:06Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comMIDAS/Civil V 7.9.5

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    MIDAS/Civil RC Beam Checking ResultPROJECT TITLE :

    Company

    Author

    Client

    File NameAdmin Untitled.rcs

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MI DAS/ Ci vi l - RC- Beam Checki ng [ AASHTO- LRFD02 ] Ci vi l 2012==========================================================================================

    *. MI DAS/ Ci vi l - RC- BEAM Anal ysi s/ Desi gn Progr am.

    *. PROJ ECT :*. DESI GN CODE : AASHTO- LRFD02, *. UNI T SYSTEM : kN, m

    *. MEMBER : Member Type = BEAM, MEMB = 1

    *. DESCRI PTI ON OF BEAM DATA ( i SEC = 1) : 0. 15x1m Sect i on Type : Rect angl e ( RECT) Beam Length ( Span) = 0. 325 m. Sect i on Depth ( Hc) = 0. 150 m. Sect i on Wi dth ( Bc) = 1. 000 m. Concr et e Str ength ( f c' ) = 20684. 278 KPa. Mai n Rebar St r ength ( f y) = 275790. 378 KPa. St i r r ups St r engt h ( f ys) = 413685. 566 KPa.

    Modul us of El ast i ci t y ( Es) = 199948023. 746 KPa.

    *. FORCES AND MOMENTS AT CHECK POI NT : Posi t i ve Bendi ng Moment P- Mu = 5. 26 kN- m. , LCB = 1 Negat i ve Bendi ng Moment N- Mu = 0. 00 kN- m. , LCB = 1 Shear For ce Vu = 64. 90 kN. , LCB = 1

    *. REI NFORCEMENT PATTERN :- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

    Locat i on i di ( m. ) Rebar Asi ( m 2. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Top 1 0. 025 8- #4 0. 00103 Bot t om 1 0. 025 8- #4 0. 00103 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - St i r r ups : 2. 0- #3 @150

    =============================================================================== [ [ [ *] ] ] ANALYZE NEGATI VE BENDI NG MOMENT CAPACI TY. ===============================================================================

    ( ) . Comput e par amet er . - . phi = 0. 90 - . Al pha = 0. 85 - . Bet a = 0. 85 - . d = 0. 1250 m. - . ecu = 0. 0030

    ( ) . Comput e maxi mumand mi ni mumr ei nf or cement . - . Rhomi n1 = ( 1. 2) *Mcr / [ phi *f y*b*d*( d- a/ 2) ] =1. 0000e- 007 - . Rhomi n2 = 1. 33*Mu/ [ phi *f y*b*d*( d- a/ 2) ] = 0. 0000 - . Rhomi n3 = 0. 11Ag/ [ f y*b*d ] = 0. 0000

    - . Rhomi n = MAX[ MI N[ Rhomi n1, Rhomi n2 ] , Rhomi n3 ] = 0. 0000 - . Rhomax = c/ d = 0. 4200 - . As_mi n = Rhomi n * Ag = 0. 0000 m 2. - . As_max = Rhomax * Ag = 0. 0028 m 2.

    - 2 / 13 -

    Print Date/Time : 08/18/2014 15:06Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comMIDAS/Civil V 7.9.5

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    MIDAS/Civil RC Beam Checking ResultPROJECT TITLE :

    Company

    Author

    Client

    File NameAdmin Untitled.rcs

    - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MI DAS/ Ci vi l - RC- Beam Checki ng [ AASHTO- LRFD02 ] Ci vi l 2012==========================================================================================

    ( ) . Check t ensi l e r ei nf or cement . - . As = 0. 0010 m 2. - . As_mi n < As < As_ max - - - > O. K !

    ( ) . Check moment capaci t y. - . c = 0. 0189 m. - . Cc = 283. 13 kN. - . Ts = 284. 69 kN. - . Mr = 29. 87 kN- m. - . Mu/ Mr = 0. 000 - - - > O. K !

    =============================================================================== [ [ [ *] ] ] ANALYZE POSI TI VE BENDI NG MOMENT CAPACI TY.

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

    ( ) . Comput e par amet er . - . phi = 0. 90 - . Al pha = 0. 85 - . Bet a = 0. 85 - . d = 0. 1250 m. - . ecu = 0. 0030

    ( ) . Comput e maxi mumand mi ni mumr ei nf or cement . - . Rhomi n1 = ( 1. 2) *Mcr / [ phi *f y*b*d*( d- a/ 2) ] = 0. 0034 - . Rhomi n2 = 1. 33*Mu/ [ phi *f y*b*d*( d- a/ 2) ] = 0. 0018 - . Rhomi n3 = 0. 11Ag/ [ f y*b*d ] = 0. 0027 - . Rhomi n = MAX[ MI N[ Rhomi n1, Rhomi n2 ] , Rhomi n3 ] = 0. 0027 - . Rhomax = c/ d = 0. 4200 - . As_mi n = Rhomi n * Ag = 0. 0004 m 2.

    - . As_max = Rhomax * Ag = 0. 0028 m 2.

    ( ) . Check t ensi l e r ei nf or cement . - . As = 0. 0010 m 2. - . As_mi n < As < As_ max - - - > O. K !

    ( ) . Check moment capaci t y. - . c = 0. 0189 m. - . Cc = 283. 13 kN. - . Ts = 284. 69 kN. - . Mr = 29. 87 kN- m. - . Mu/ Mr = 0. 176 - - - > O. K !

    =============================================================================== [ [ [ *] ] ] ANALYZE SHEAR CAPACI TY.

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

    - 3 / 13 -

    Print Date/Time : 08/18/2014 15:06Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comMIDAS/Civil V 7.9.5

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    5/14

    MIDAS/Civil RC Beam Checking ResultPROJECT TITLE :

    Company

    Author

    Client

    File NameAdmin Untitled.rcs

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