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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
7/23/2019 Kiem tra tiet dien bang Midas-Civil
3/14
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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4/14
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
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MI DAS/ Ci vi l - RC- Beam Checki ng [ AASHTO- LRFD02 ] Ci vi l 2012==========================================================================================
( ) . Comput e shear par amet er . - . phi = 0. 90 - . Av = 0. 0001 m 2. - . bv = 1. 00 m. - . dv = MAX[ dv, 0. 9*d, 0. 72*Hc ] = 0. 12 m. - . t het a = 27. 51 Deg. - . bet a = 2. 86
( ) . Comput e shear st r engt h of concr ete. - . Vu = 64. 90 kN. - . Vc1 = 0. 0316*bet a*SQRT[ f c' ] *bv*dv = 126. 11 kN. - . Vc2 = 0. 25*f c' *bv*dv = 604. 53 kN. - . phi Vc = phi * MI N[ Vc1, Vc2 ] = 113. 50 kN.
( ) . Comput e st i r r up spaci ng. - . Maxi mumspaci ng smax = MI N[ 0. 8*dv, 24 i n ] = 0. 094 m. - . phi Vc/ 2 < Vu < phi Vc - - - > Requi r ed mi ni mumshear r ei nf orcement . - . smax = MI N[ smax, Av/ ( 0. 0316*SQRT( f c' ) *bv/ f ys) ] = 0. 094 m. - . Appl i ed spaci ng s = 0. 155 m.
( ) . Comput e shear st r engt h of r ei nf orcement . - . Vs = Av*f ys*dv*cot ( t heta) / s = 85. 05 kN. - . Vs_l i m = 0. 25*f c' *bv*dv - Vc = 478. 42 kN. - . Vs = MI N[ Vs, Vs_l i m ] = 85. 05 kN. - . phi Vs = phi *Vs = 76. 54 kN.
- . User i nput s > smax - - - > Not Accept abl e ! ! !
( ) . Comput e mi ni mum l ongi t udi nal r ei nf orcement by shear .
- . phi b = 0. 90 - . phi v = 0. 90 - . Vs1 = MI N[ Vs, Vu/ phi v ] = 72. 11 kN. - . As_mi n = [ Mu/ ( phi b*dv) + ( Vu/ phi v - 0. 5*Vs1)*cot ( t heta) ] / f y = 0. 0003 m 2. - . As = 0. 0010 m 2. - . As_mi n < As - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE CRACK. ===============================================================================
( ) . Check cr ack cont r ol of t op r ei nf orcement . ( LCB = 2 ) - . f sa = 0. 000 KPa. - . dc = 0. 0250 m. - . A = 0. 0062 m 2.
- . Z = f sa * [ ( dc*A) ( 1/ 3) ] = 0. 0000 kN/ m. - . Za = 29771. 5713 kN/ m. ( Moderat e exposure. ) - . Z < Za - - - > O. K !
- 4 / 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
6/14
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 cr ack cont r ol of bott omr ei nf orcement . ( LCB = 2 ) - . f sa = 27088. 774 KPa. - . dc = 0. 0250 m. - . A = 0. 0062 m 2. - . Z = f sa * [ ( dc*A) ( 1/ 3) ] = 1459. 0248 kN/ m. - . Za = 29771. 5713 kN/ m. ( Moderat e exposure. ) - . Z < Za - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE FATI GUE OF THE REI NFORCEMENT. ===============================================================================
( ) . Check st r ess r ange of bot t om r ei nf or cement .
- . Zs = 0. 0001 m 3. - . Mu_max = 0. 0000 kN- m. - . Mu_mi n = 0. 0000 kN- m. - . f s_ max = Mu_max / Zs = 0. 0000 KPa. - . f s_mi n = Mu_mi n / Zs = 0. 0000 KPa. - . f f = f smax - f smi n = 0. 0000 KPa. - . f r = 161337. 3709 KPa. - . f f < f r - - - > O. K !
- 5 / 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
7/14
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 = 15. 69 kN- m. , LCB = 1 Negat i ve Bendi ng Moment N- Mu = 0. 00 kN- m. , LCB = 1 Shear For ce Vu = 64. 53 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.
- 6 / 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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8/14
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. 0056 - . Rhomi n3 = 0. 11Ag/ [ f y*b*d ] = 0. 0027 - . Rhomi n = MAX[ MI N[ Rhomi n1, Rhomi n2 ] , Rhomi n3 ] = 0. 0034 - . Rhomax = c/ d = 0. 4200 - . As_mi n = Rhomi n * Ag = 0. 0005 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. 525 - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE SHEAR CAPACI TY.
===============================================================================
- 7 / 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
9/14
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==========================================================================================
( ) . Comput e shear par amet er . - . phi = 0. 90 - . Av = 0. 0001 m 2. - . bv = 1. 00 m. - . dv = MAX[ dv, 0. 9*d, 0. 72*Hc ] = 0. 12 m. - . t het a = 28. 35 Deg. - . bet a = 2. 78
( ) . Comput e shear st r engt h of concr ete. - . Vu = 64. 53 kN. - . Vc1 = 0. 0316*bet a*SQRT[ f c' ] *bv*dv = 122. 78 kN. - . Vc2 = 0. 25*f c' *bv*dv = 604. 53 kN. - . phi Vc = phi * MI N[ Vc1, Vc2 ] = 110. 50 kN.
( ) . Comput e st i r r up spaci ng. - . Maxi mumspaci ng smax = MI N[ 0. 8*dv, 24 i n ] = 0. 094 m. - . phi Vc/ 2 < Vu < phi Vc - - - > Requi r ed mi ni mumshear r ei nf orcement . - . smax = MI N[ smax, Av/ ( 0. 0316*SQRT( f c' ) *bv/ f ys) ] = 0. 094 m. - . Appl i ed spaci ng s = 0. 155 m.
( ) . Comput e shear st r engt h of r ei nf orcement . - . Vs = Av*f ys*dv*cot ( t heta) / s = 82. 08 kN. - . Vs_l i m = 0. 25*f c' *bv*dv - Vc = 481. 76 kN. - . Vs = MI N[ Vs, Vs_l i m ] = 82. 08 kN. - . phi Vs = phi *Vs = 73. 87 kN.
- . User i nput s > smax - - - > Not Accept abl e ! ! !
( ) . Comput e mi ni mum l ongi t udi nal r ei nf orcement by shear .
- . phi b = 0. 90 - . phi v = 0. 90 - . Vs1 = MI N[ Vs, Vu/ phi v ] = 71. 70 kN. - . As_mi n = [ Mu/ ( phi b*dv) + ( Vu/ phi v - 0. 5*Vs1)*cot ( t heta) ] / f y = 0. 0006 m 2. - . As = 0. 0010 m 2. - . As_mi n < As - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE CRACK. ===============================================================================
( ) . Check cr ack cont r ol of t op r ei nf orcement . ( LCB = 2 ) - . f sa = 0. 000 KPa. - . dc = 0. 0250 m. - . A = 0. 0062 m 2.
- . Z = f sa * [ ( dc*A) ( 1/ 3) ] = 0. 0000 kN/ m. - . Za = 29771. 5713 kN/ m. ( Moderat e exposure. ) - . Z < Za - - - > O. K !
- 8 / 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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10/14
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 cr ack cont r ol of bott omr ei nf orcement . ( LCB = 2 ) - . f sa = 80628. 594 KPa. - . dc = 0. 0250 m. - . A = 0. 0062 m 2. - . Z = f sa * [ ( dc*A) ( 1/ 3) ] = 4342. 7260 kN/ m. - . Za = 29771. 5713 kN/ m. ( Moderat e exposure. ) - . Z < Za - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE FATI GUE OF THE REI NFORCEMENT. ===============================================================================
( ) . Check st r ess r ange of bot t om r ei nf or cement .
- . Zs = 0. 0001 m 3. - . Mu_max = 0. 0000 kN- m. - . Mu_mi n = 0. 0000 kN- m. - . f s_ max = Mu_max / Zs = 0. 0000 KPa. - . f s_mi n = Mu_mi n / Zs = 0. 0000 KPa. - . f f = f smax - f smi n = 0. 0000 KPa. - . f r = 161337. 3709 KPa. - . f f < f r - - - > O. K !
- 9 / 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
11/14
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 = 20. 85 kN- m. , LCB = 1 Negat i ve Bendi ng Moment N- Mu = 0. 00 kN- m. , LCB = 1 Shear For ce Vu = 63. 80 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.
- 10 / 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
12/14
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. 0076 - . Rhomi n3 = 0. 11Ag/ [ f y*b*d ] = 0. 0027 - . Rhomi n = MAX[ MI N[ Rhomi n1, Rhomi n2 ] , Rhomi n3 ] = 0. 0034 - . Rhomax = c/ d = 0. 4200 - . As_mi n = Rhomi n * Ag = 0. 0005 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. 698 - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE SHEAR CAPACI TY.
===============================================================================
- 11 / 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
13/14
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==========================================================================================
( ) . Comput e shear par amet er . - . phi = 0. 90 - . Av = 0. 0001 m 2. - . bv = 1. 00 m. - . dv = MAX[ dv, 0. 9*d, 0. 72*Hc ] = 0. 12 m. - . t het a = 31. 26 Deg. - . bet a = 2. 54
( ) . Comput e shear st r engt h of concr ete. - . Vu = 63. 80 kN. - . Vc1 = 0. 0316*bet a*SQRT[ f c' ] *bv*dv = 112. 06 kN. - . Vc2 = 0. 25*f c' *bv*dv = 604. 53 kN. - . phi Vc = phi * MI N[ Vc1, Vc2 ] = 100. 85 kN.
( ) . Comput e st i r r up spaci ng. - . Maxi mumspaci ng smax = MI N[ 0. 8*dv, 24 i n ] = 0. 094 m. - . phi Vc/ 2 < Vu < phi Vc - - - > Requi r ed mi ni mumshear r ei nf orcement . - . smax = MI N[ smax, Av/ ( 0. 0316*SQRT( f c' ) *bv/ f ys) ] = 0. 094 m. - . Appl i ed spaci ng s = 0. 155 m.
( ) . Comput e shear st r engt h of r ei nf orcement . - . Vs = Av*f ys*dv*cot ( t heta) / s = 72. 95 kN. - . Vs_l i m = 0. 25*f c' *bv*dv - Vc = 492. 47 kN. - . Vs = MI N[ Vs, Vs_l i m ] = 72. 95 kN. - . phi Vs = phi *Vs = 65. 65 kN.
- . User i nput s > smax - - - > Not Accept abl e ! ! !
( ) . Comput e mi ni mum l ongi t udi nal r ei nf orcement by shear .
- . phi b = 0. 90 - . phi v = 0. 90 - . Vs1 = MI N[ Vs, Vu/ phi v ] = 70. 89 kN. - . As_mi n = [ Mu/ ( phi b*dv) + ( Vu/ phi v - 0. 5*Vs1)*cot ( t heta) ] / f y = 0. 0009 m 2. - . As = 0. 0010 m 2. - . As_mi n < As - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE CRACK. ===============================================================================
( ) . Check cr ack cont r ol of t op r ei nf orcement . ( LCB = 2 ) - . f sa = 0. 000 KPa. - . dc = 0. 0250 m. - . A = 0. 0062 m 2.
- . Z = f sa * [ ( dc*A) ( 1/ 3) ] = 0. 0000 kN/ m. - . Za = 29771. 5713 kN/ m. ( Moderat e exposure. ) - . Z < Za - - - > O. K !
- 12 / 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
14/14
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 cr ack cont r ol of bott omr ei nf orcement . ( LCB = 2 ) - . f sa = 107079. 641 KPa. - . dc = 0. 0250 m. - . A = 0. 0062 m 2. - . Z = f sa * [ ( dc*A) ( 1/ 3) ] = 5767. 4024 kN/ m. - . Za = 29771. 5713 kN/ m. ( Moderat e exposure. ) - . Z < Za - - - > O. K !
=============================================================================== [ [ [ *] ] ] ANALYZE FATI GUE OF THE REI NFORCEMENT. ===============================================================================
( ) . Check st r ess r ange of bot t om r ei nf or cement .
- . Zs = 0. 0001 m 3. - . Mu_max = 0. 0000 kN- m. - . Mu_mi n = 0. 0000 kN- m. - . f s_ max = Mu_max / Zs = 0. 0000 KPa. - . f s_mi n = Mu_mi n / Zs = 0. 0000 KPa. - . f f = f smax - f smi n = 0. 0000 KPa. - . f r = 161337. 3709 KPa. - . f f < f r - - - > O. K !
- 13 / 13 -
Print Date/Time : 08/18/2014 15:06Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comMIDAS/Civil V 7.9.5