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Job Information

Engineer Checked Approved

Included in this printout are data for:

Design Group Design Brief Design Code Members

Member 5 - Shear Results Summary

Distance

(m)

Span

Vu

(kN)

Vc

(kN)

Av Required

(mm2)

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Summary: the member issafe

Member M5 Span 1

Detailed ACI Design Requirements

Section Property: 200 x 449

Span Length = !"2 #ectangu$ar section

%i&th = 200 mm'epth = 40 mm

oers: *op = 40 mm +ottom = 40 mm Si&e = 40 mm

Member M5 Span 1

Detailed ACI Main Reinforement

,ogging: at 0!000 m -rom the start o- the member

.oment app$ie& to section = 9!/ kNm

--ectie &epth o- tension rein-orcement & = 19 mm

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'epth to compression rein-orcement &3 = 9 mm

Limit -or compression stee$ #nt = 4!"

#n = (.u5b&2) = 0!1

6s = (.5-y7) = /0/!1 mm2

*ension +ars proi&e& = 28/9 28/9

6ctua$ area o- tension rein-orcement = //1 mm2

.inimum area o- tension rein-orcement = 0!/ /0!

6ctua$ o- tension rein-orcement = /!4

.inimum hori7onta$ &istance beteen top bars = 11 mm 1!1!2(c);!!/

Sma$$est actua$ hori7onta$ space beteen top bars = 1 mm

.inimum hori7onta$ &istance beteen bottom bars = 11 mm 1!1!2(c);!!/

Sma$$est actua$ hori7onta$ space beteen bottom bars = 1 mm

.aximum spacing o- tension bars< s

= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4

Largest actua$ space beteen tension bars = "2 mm

6ctua$ neutra$ axis &epth in section = !"9 mm

.oment capacity o- section = 92! kNm

!

Sagging: at 2!42 m -rom the start o- the member

.oment app$ie& to section = 1!"0 kNm

--ectie &epth o- tension rein-orcement & = 19/ mm

'epth to compression rein-orcement &3 = "/ mm


#n = (.u5b&2) = /!14

6s = (.5-y7) = 19! mm2

*ension +ars proi&e& = 28/9

6ctua$ area o- tension rein-orcement = " mm2

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6ctua$ o- tension rein-orcement = 0!1






= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4


6ctua$ neutra$ axis &epth in section = 1!" mm

.oment capacity o- section = 1!" kNm

!

,ogging: at !"2 m -rom the start o- the member

.oment app$ie& to section = 4!44 kNm




#n = (.u5b&2) = /!"

6s = (.5-y7) = 2! mm2








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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span 1

Detailed ACI Span ! Depth Che"

+asic span 5 &epth ratio = 2/!00 9!!2!/

Strength mo&i-ication -actor = 0!4 > -y5 00 = 0!9

,ence< mo&i-ie& span 5 &epth ratio = /!

6ctua$ span 5 &epth ratio = /2!94

!

Member M5 Span 1

Detailed ACI Shear Reinforement

.inimum $inks 7one: 0!00/ m to !"24 m

6ctua$ spacing o- ties< s = / mm

'esign axia$ -orce< Nu = 2!" kNm

'esign torsion moment< *u = 1!9 kNm

*hresho$& *orsion = 0!0"1-c3 ?(6cp25pcp)@ ?/ > (Nu50!116g-c3)@0! = /!99 kNm //!!/ (c)

*u*hresho$& *orsion torsion e--ects nee& to be consi&ere& //!!/

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reAuire& (6t5s) = (*u526o-yt) //!!1!

= (191//9!2"52 0!" 19"1!2 2) = 22!0 mm25m

Shear -orce< Bu = 4!1 kN

Bc= 0!/ ?/ > (0!29 Nu56g)@ -c3 b& = !9" kN //!2;//!1

'imensions check< //!!1!/

"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(412!45200 19)@2> ?(191//9!1 9425/! 19"12)@2#$%& = /!40

?(Bc5+&) > 0!-c3@ = ?(9"/!45200 19) > 0! 4!"@ = 1!"0

/!40 0!" 1!"0

.ember &imensions su--icient -or app$ie& shear an&5or torsion ! (///")

reAuire& (65s) = (Bu Bc5-yt&) #//!!

= (412!1 0!" 9"/!150!" 2 1"!9)= 0!0 mm25m

6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2

area o- $inks proi&e& (28/0)< 6 = /42!0 mm2

.aximum spacing o- ties = /"4 mm//!!!/;//!!!1

!

Member M5 Span #



Span Length = !000 #ectangu$ar section



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Member M5 Span #


,ogging: at !"2 m -rom the start o- the member





#n = (.u5b&2) = /!0

6s = (.5-y7) = 4"!/ mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4


6ctua$ neutra$ axis &epth in section = /!4 mm

.oment capacity o- section = /!"" kNm

!

Sagging: at "!"2 m -rom the start o- the member

.oment app$ie& to section = 2/!4 kNm

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#n = (.u5b&2) = 0!"

6s = (.5-y7) = 22!9 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

,ogging: at //!"2 m -rom the start o- the member





#n = (.u5b&2) = /!/

6s = (.5-y7) = 4"0! mm2




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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span #






!

Member M5 Span #


.inimum $inks 7one: !"24 m to //!"24 m


'esign axia$ -orce< Nu = 1!/ kNm

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*uC *hresho$& *orsion torsion e--ects &o not nee& to be consi&ere& //!!/

Shear -orce< Bu = 4/!/ kN

Bc= 0!/ ?/ > (0!29 Nu56g)@ -c3 b& = 0!/9 kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(4//1!95200 19/)@2> ?(0!0 9425/! 19"12)@2#$%& = 0!1

?(Bc5+&) > 0!-c3@ = ?(0/"!15200 19/) > 0! 4!"@ = 1!9

0!1 0!" 1!9


Bu Bc on$y nomina$ ties reAuire& //!/!/

6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2


.aximum spacing o- ties = /9 mm//!!!/;//!!!1

!

Member M5 Span $






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Member M5 Span $


,ogging: at //!"2 m -rom the start o- the member





#n = (.u5b&2) = /!"

6s = (.5-y7) = 40! mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Sagging: at /4!"2 m -rom the start o- the member

.oment app$ie& to section = 22!1/ kNm



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#n = (.u5b&2) = 0!"/

6s = (.5-y7) = 21!0 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

,ogging: at /!"2 m -rom the start o- the member

.oment app$ie& to section = 41!1" kNm




#n = (.u5b&2) = /!"

6s = (.5-y7) = 40!/ mm2





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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span $






!

Member M5 Span $


.inimum $inks 7one: //!"24 m to /!"24 m


'esign axia$ -orce< Nu = 1!0/ kNm

'esign torsion moment< *u = 0!0" kNm


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Shear -orce< Bu = 4/!/9 kN

Bc= 0!/ ?/ > (0!29 Nu56g)@ -c3 b& = 0!12 kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(4//90!95200 19/)@2> ?(0!0 9425/! 19"12)@2#$%& = 0!1

?(Bc5+&) > 0!-c3@ = ?(0122!15200 19/) > 0! 4!"@ = 1!"0

0!1 0!" 1!"0



6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2



!

Member M5 Span %






Member M5 Span %

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,ogging: at /!"2 m -rom the start o- the member

.oment app$ie& to section = 4/! kNm




#n = (.u5b&2) = /!/

6s = (.5-y7) = 40! mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Sagging: at 20!1" m -rom the start o- the member

.oment app$ie& to section = 2!/0 kNm




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#n = (.u5b&2) = 0!9/

6s = (.5-y7) = 2!4 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!


.oment app$ie& to section = 1/!"4 kNm




#n = (.u5b&2) = /!/

6s = (.5-y7) = 140! mm2






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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span %






!

Member M5 Span %


.inimum $inks 7one: /!"24 m to 21!49 m


'esign axia$ -orce< Nu = 4!02 kNm

'esign torsion moment< *u = /!0 kNm

*hresho$& *orsion = 0!0"1-c3 ?(6cp25pcp)@ ?/ > (Nu50!116g-c3)@0! = 2!04 kNm //!!/ (c)


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Shear -orce< Bu = 4/! kN

Bc= 0!/ ?/ > (Nu5/4 6g)@ -c3 b& = /!// kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(4//!/5200 19/)@2> ?(0!0 9425/! 19"12)@2#$%& = 0!1

?(Bc5+&) > 0!-c3@ = ?(//0!5200 19/) > 0! 4!"@ = 1!"/

0!1 0!" 1!"/



6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2



!

Member M5 Span 5



Span Length = 1!10 #ectangu$ar section



Member M5 Span 5


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.oment app$ie& to section = 1/!/ kNm




#n = (.u5b&2) = /!/1

6s = (.5-y7) = 112!9 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!






#n = (.u5b&2) = /!/"

6s = (.5-y7) = 14!/ mm2

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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span 5





6ctua$ span 5 &epth ratio = !44

!

Member M5 Span 5


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.inimum $inks 7one: 21!49 m to 2!999 m


'esign axia$ -orce< Nu = !/ kNm





Bc= 0!/ ?/ > (Nu5/4 6g)@ -c3 b& = /!/9 kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(24/!5200 19/)@2> ?(0!0 9425/! 19"12)@2#$%& = 0!12

?(Bc5+&) > 0!-c3@ = ?(//""!"5200 19/) > 0! 4!"@ = 1!"/

0!12 0!" 1!"/



6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2



!

Member M5 Span &





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Member M5 Span &







#n = (.u5b&2) = /!/1

6s = (.5-y7) = 110!9 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Sagging: at 29!9/1 m -rom the start o- the member

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.oment app$ie& to section = 24! kNm




#n = (.u5b&2) = 0!90

6s = (.5-y7) = 22! mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

,ogging: at 12!"2 m -rom the start o- the member





#n = (.u5b&2) = /!"

6s = (.5-y7) = 4/! mm2



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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span &






!

Member M5 Span &


.inimum $inks 7one: 2!999 m to 12!"24 m


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'esign axia$ -orce< Nu = !4 kNm

'esign torsion moment< *u = /! kNm




Bc= 0!/ ?/ > (Nu5/4 6g)@ -c3 b& = /!/" kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(420"!25200 19/)@2> ?(0!0 9425/! 19"12)@2#$%& = 0!4

?(Bc5+&) > 0!-c3@ = ?(//!05200 19/) > 0! 4!"@ = 1!"/

0!4 0!" 1!"/



6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2



!

Member M5 Span '






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Member M5 Span '


,ogging: at 12!"2 m -rom the start o- the member





#n = (.u5b&2) = /!9

6s = (.5-y7) = 44!1 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Sagging: at 1!"2 m -rom the start o- the member

.oment app$ie& to section = 2!0/ kNm


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#n = (.u5b&2) = 0!9"

6s = (.5-y7) = 2"!2 mm2








= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

,ogging: at 1"!"2 m -rom the start o- the member





#n = (.u5b&2) = /!1

6s = (.5-y7) = 1"2! mm2





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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span '






!

Member M5 Span '


.inimum $inks 7one: 12!"24 m to 1"!"24 m


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'esign axia$ -orce< Nu = !/ kNm

'esign torsion moment< *u = /!/1 kNm



Shear -orce< Bu = 42!" kN

Bc= 0!/ ?/ > (Nu5/4 6g)@ -c3 b& = /!2 kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(42"!5200 19/)@2> ?(0!0 9425/! 19"12)@2#$%& = 0!

?(Bc5+&) > 0!-c3@ = ?(/2"!5200 19/) > 0! 4!"@ = 1!"/

0! 0!" 1!"/



6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2



!

Member M5 Span (






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Member M5 Span (


,ogging: at 1"!"2 m -rom the start o- the member





#n = (.u5b&2) = /!1

6s = (.5-y7) = 1"2! mm2










= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Sagging: at 4/!12 m -rom the start o- the member

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.oment app$ie& to section = /!09 kNm


'epth to compression rein-orcement &3 = "/ mm


#n = (.u5b&2) = 0!2

6s = (.5-y7) = /9!9 mm2










= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4


6ctua$ neutra$ axis &epth in section = 1!" mm

.oment capacity o- section = 1!" kNm

!


.oment app$ie& to section = "!4 kNm




#n = (.u5b&2) = 2!9

6s = (.5-y7) = "20!0 mm2

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= 1"0 (2"05-s) 2!cc 100(2"05-s) = 4"!/" mm /0!!4




!

Member M5 Span (






!

Member M5 Span (

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.inimum $inks 7one: 1"!"24 m to 44!2 m


'esign axia$ -orce< Nu = 9!0 kNm

'esign torsion moment< *u = !22 kNm

*hresho$& *orsion = 0!0"1-c3 ?(6cp25pcp)@ ?/ > (Nu50!116g-c3)@0! = 2!0" kNm //!!/ (c)

*u*hresho$& *orsion torsion e--ects nee& to be consi&ere& //!!/

reAuire& (6t5s) = (*u526o-yt) //!!1!

= (221191!152 0!" 19"1!2 2) = 110!0 mm25m

Shear -orce< Bu = 4! kN

Bc= 0!/ ?/ > (Nu5/4 6g)@ -c3 b& = !92 kN //!2;//!1


"?(Bu5+&)@2> ?(*uPh5/!6oh

2)@2#$%&

= "?(4/!95200 19)@2> ?(221191!1 9425/! 19"12)@2#$%& = /!94

?(Bc5+&) > 0!-c3@ = ?(920!05200 19) > 0! 4!"@ = 1!"/

/!94 0!" 1!"/


reAuire& (65s) = (Bu Bc5-yt&) #//!!

= (4/!" 0!" 920!0050!" 2 1"!9)= 0!0 mm25m

6> 26t = 0!02 -c3(bs5-yt) = 1!2 mm2 (//21)

(0!1 bs) 5 -yt = 44! mm2 //!!!2


.aximum spacing o- ties = /"4 mm//!!!/;//!!!1

!

beam m5

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