combined shear and bending

8/21/2019 Combined Shear and Bending

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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


2/22

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


3/22


4/22

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;#


5/22


6/22

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


7/22


8/22

DOCUMENT NO.

SUB+ECT#ERCI


,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


9/22


10/22

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;#


11/22


12/22

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


13/22


14/22

DOCUMENT NO.

SUB+ECT >ERIFIED


,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+##;' "*,*"" /#


15/22

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


16/22

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:


17/22

!m

() (>8>

8m)!= !> =()8m >;=)(. T: ! >( (8>8

)( ;(8m%=! ::=? >>>) ( ): ;(==(2


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combined shear and bending

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