Post on 07-Aug-2018
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INPUTSECTIONS DIMENSION
BEAM WIDTH 300 mm
BEAM HEIGHT 1100 mm
REINFORCEMENT
NUMBER MAIN OF BARS 5
MAIN BAR SIZE 16 mmLINK DIAMETER 10
NO. OF LEGS 3
COVER 40 mm
MATERIAL PROPERTIES
FC' 35 M!
F" 500 M!
FORCES mm
TO# MOMENT$ M% TO# &5 KN.m
BOTTOM MOMENT$ M% B())(m 5&0 KN.m
SHEAR VU 4*& KN
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DOCUMENT NO.
SUB+ECT#ERCI
REFERENCE CALCULATIONS
,ACI 31-M0-/ BEAM FLEXURE & DEFLECTION CHECKINPUT B!m T!2 L(!)(2 TOP REINFORCEMENT
DESIGN PARAMETERS: MATERIAL SPECIFICATIONS:
,ACI 31-M0-/ D M(m) L(!)( 7 S! C(8) C(m89 S)8):$ ;'7
D M(m)$ M% 7 &5 %)> D): 7 53 mm @%) () 8!)8 ):! 300,-0;/
D#$% '*+*#,%
1500.00
25 10
25 2
72.83
1
7
AT()!=
7
@
= 0.-5;'1
600 7
m!
7 0.*5@ 7
m
7 0.5,;'/1 7
=
a
7
M, -
Span
2512
25
Both Ends Contin
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SHEET O#ERATING INSTRUCTIONS
OF
REINFORCED CONCRETE ONL" DON'T USE FOR #RESTRESSED CONCR
OUT#UT
S$$/%*,0 I,/"%*, (DO NOT DELETE)
M! B!8 1 M! B!8 L< S> C(98 7
16 --- 8 Moment Type
35 Nmm 20 16 10 Support
500 Nmm 25 20 12 Span
28 25 16
32 28 20 Depth of Neut'0 32
ENSION ZONE): '0
N(. (; B!8
3
3 A M! T( " C(m.
14*.6 64.5 4&0-.*
1010.50 mm 14*.6 114.5 &-1.*
&45.4 Tota &45. 5-&0.5
D)! )( )8 (; S)= A8! -&.5
%(%
C1 3*6.3536434- 1010.&-4-06&
C 63.-5306466* 15*1.-63463*
' 11.94259
C$+*%6.78
R%*
F#/# D#'*0, A;#
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TE
40 mm B!m S%(8) T?
S#mpy Supporte)
*ne +n) ,ont#nuou$
oth +n)$ ,ont#nuou$
,ant# eer
a !"#$ from Ten$#on %a&e/!+ Tm D>) F!)(8
/!+ 2
1.'
1.2
" 1
64.5
114.5
S)= S)8$ ;
*.- S89 M(m) 1500
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DOCUMENT NO.
SUB+ECT#ERCI
REFERENCE CALCULATIONS
,ACI 31-M0-/ BEAM FLEXURE & DEFLECTION CHECKINPUT B!m T!2 B- L(!)(2 BOTTOM REINFORCEMENT
DESIGN PARAMETERS: MATERIAL SPECIFICATIONS:
,ACI 31-M0-/ D M(m) L(!)( 7 S! C(8) C(m89 S)8):$ ;'7
D M(m)$ M% 7 5&0 %)> D): 7 53 mm @%) () 8!)8 ):! 300,-0;/
D#$% '*+*#,%
1500.00
25 10
25 2
72.'2
1
7
AT()!=
7
@
= 0.-5;'1
600 7
m!
7 0.*5@ 7
m
7 0.5,;'/1 7
=
a
7
M, -
Span
2512
20
Both Ends Contin
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SHEET O#ERATING INSTRUCTIONS
OF
REINFORCED CONCRETE ONL" DON'T USE FOR #RESTRESSED CONCR
OUT#UT
S$$/%*,0 I,/"%*, (DO NOT DELETE)
M! B!8 1 M! B!8 L< S> C(98 7
16 --- 8 Moment Type
35 Nmm 20 16 10 Support
500 Nmm 25 20 12 Span
28 25 16
32 28 20 Depth of Neut'0 32
ENSION ZONE): '0
N(. (; B!8
3
3 A M! T( " C(m.
14*.6 64.5 4&0-.*
1016.&6 mm &4.5 11.0 &-1.*
415.10 Tota 415.1 5-&0.5
D)! )( )8 (; S)= A8! -3.0
%(%
C1 35.-3405&5- 11&.3666*3
C 555.*-35-4&&- 16&*.-6&-63-3
' 1129.35255273
C$+*%6.87
R%*
F#/# D#'*0, A;#
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TE
40 mm B!m S%(8) T?
S#mpy Supporte)
*ne +n) ,ont#nuou$
oth +n)$ ,ont#nuou$
,ant# eer
a !"#$ from Ten$#on %a&e/!+ Tm D>) F!)(8
/!+ 2
1.'
1.2
" 1
64.5
11.0
S)= S)8$ ;
*.4 S89 M(m) 1500
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DOCUMENT NO.
SUB+ECT >ERIFIED
REFERENCE CALCULATIONS
,ACI 31-M0-/ BEAM SHEAR DESIGN
INPUTB!m T!2 B- L(!)(2 ROOF LEVEL
DESIGN #ARAMETERS2 L()%>!= S)=$ A
,ACI 31-M0-/ B!m W>):$ @ 7 3 "" @!8 >!. ,mm/
B!m D):$ : 7 11 "" (%)8 =!?8 28
C(8) C(98$ C 7 4 "" 8 =!?8 28
E;;)9 D):$ > 7 1010.50 mm
S:!8 L< D!. 7 12 MATERIAL S#ECIFICATIONS2
,&.3..3/ C!!)? R>%)( 7 .78 C(8) C(m89 S)8):$ ;'7
,11.4./ F!)(8$ ,S:!8/ R;(8 S)= "=> S)8):$ ;?)
,-.6.1/ 1,L:) W:) C(8)/ DESIGN FORCES2 !) 8)!= )(
. U=)m!) A!= C(m8( N% 7
U=)m!) B> M(m)$ M% 7
U=)m!) S:!8 F(8$ V% 7
OUTPUT
S:!8 S)8): #8(9>> @? ): S)($ V ,Sm=;>/
,11..1.1/ V 7 0.1*J8),;'/@> 7 304.-& M%/@> 7 313.15 7 NA ): !!= )(
T#/#/# >+ - 313.18 N
S:!8 S)8): )( @ C!88> @? L 7 11-3.6-
N%m@8 (; L #8(9>> 7 3
S! (; LV 7 425 mm
,11.4.5.1/ m! 7 > 7 500 mm
,11.4.5.3/ 7 600 mm 600 mm
T:8;(8$ 8(9> 2 3L !T12!428 .
,11.4.6/ Mm%m L< R%8m)
A9$ m 7 0.068),;'/@;? 7 111.35
A9$ m 7 0.35@;? 7 106.5
A9$ 8(9>> 7 339.29 E+##;' "*,*"" /#
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SHEET
*%
OUT#UT
(; @!8
3 14*.615563*
3 14*.615563*
38 MP
7 42 MP
. N
928. N."
479. N
1
K
A ,mm/
% m=;> V
% >)!=> V
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GUIDANCE AND LIMITATIONS NOTES
1 S8!>:) 8!8> (=? ;(8 ;=%8 > (; SINGL" REINFORCED RECTANGULAR @
2 S8!>:) !=!@= (=? ;(8 (8)8> mm@8
3 S8!>:) !=!@= (=? ;(8 ;=%8!= mm@8 (=?P (m@> !!= !> @> ;;)
' I > @!8 (m%)!)($ ; )!;=)( (8)( (; ): !=%=!)( (=? 8!) ): !8!m)8 >> )( (m%) ):
)( 8>% ): %) 9!=% !> ): %m@8 (; 9!8!@= %> ): 8!>:)$ ): >;=
)? (; =(!> ,()8!)>$ %;(8m$ )./ !> ) =(!)( !=( ): @!m !
)? (; %(8)
%m@8 (; !
R#@*'*, H*'%/6
R9 D!) A%):(8 C:
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!m
() (>8>
8m)!= !> =()8m >;=)(. T: ! >( (8>8
)( ;(8m%=! ::=? >>>) ( ): ;(==(2
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