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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

7/23/2019 Kiem tra tiet dien bang Midas-Civil

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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

7/23/2019 Kiem tra tiet dien bang Midas-Civil

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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.

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

7/23/2019 Kiem tra tiet dien bang Midas-Civil

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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.

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

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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

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