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ETABS 2013 13.1.1 License #

ETABS 2013 Concrete Frame Design

ACI 318-11 Beam Section Design

Beam Element Details (Envelope

!evel Element Section ID !engt" (in !!#F T$pe

Story1 B11 balok beton 288 1 Sway Special

Section %roperties

& (in " (in &'(in s(in ct(in c&(in

24 30 24 0 2.5 2.5

)aterial %roperties

Ec(l&*in+ ',c(l&*in+ !t.t Factor (/nitless ' $(l&*in+ ' $s(l&*in+

3604996.5 4000 1 60000 60000

Design Coe %arameters

T CTie CSpiral ns s oint

0.9 0.65 0.75 0.75 0.6 0.85

Fle4ral #ein'orcement 'or )aor Ais )oment5 )43

En-I

#e&ar Area

in+

En-I

#e&ar

6

)ile

#e&ar Area

in+

)ile

#e&ar

6

En-7

#e&ar Area

in+

En-7

#e&ar

6

Top (+2 !i"# 1.9104 0.27 0.4707 0.07 0.8232 0.11

Bot ($2 !i"# 0.9459 0.13 1.3884 0.19 0.8613 0.12

Fle4ral Design )oment5 )43

En-I

Design )4

ip-'t

En-I

Station !oc

in

)ile

Design )4

ip-'t

)ile

Station !oc

in

En-7

Design )4

ip-'t

En-7

Station !oc

in

Top (+2 !i"# $173.9119 3.3 $43.478 191.5 $75.7713 276

%o&bo '%on2 '%on2 '%on3

Bot ($2 !i"# 86.9559 3.3 127.0671 130 79.2492 212

%o&bo '%on2 '%on2 '%on2

S"ear #ein'orcement 'or )aor S"ear5 42

En-I

#e&ar Av*s

in+*'t

)ile

#e&ar Av*s

in+*'t

En-7

#e&ar Av*s

in+*'t

0.1011 0.1012 0.1012

Design S"ear Force 'or )aor S"ear5 42

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ETABS 2013 13.1.1 License #

En-I

Design 4

ip

En-I

Station !oc

in

)ile

Design 4

ip

)ile

Station !oc

in

En-7

Design 4

ip

En-7

Station !oc

in

16.229 68.5 0.6947 191.5 9.874 212

'%on5 '%on5 '%on5

Torsion #ein'orcement

S"ear

#e&ar At*s

in+*'t

!ongit4inal

#e&ar Al

in+

0.3556 2.8547

Design Torsion Force

Design T4

ip-'t

Station !oc

in

Design T4

ip-'t

Station !oc

in

102.6261 3.5 62.5398 276

'%on2 '%on2

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