masterseries student masonry retaining etc

8/18/2019 MasterSeries Student Masonry Retaining Etc

1/21

© MasterKey : Masonry Design - New Project Title C:\Program Files (x8!\Master"eries\Demo #rg\PowerPa$\"t%$ent

Trial &ersion

MasterSeries Educational VersionNot to be used commercially

For Student use only by

John Smith - [email protected]

!!!.masterseries.co.uk [email protected]

Job "e#

Sheet

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'$%cational &ersion - "otware )ro$%ce$ *y www+Master"eries+co+%, © Ciil an$ "tr%ct%ral Com)%ter "erices .imite$+- Not or commercial %se

!o /ay S'annin0 Vertically and aterally oaded %a(ity /all'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

$esi0n to 3S 4526 ) 2++4'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

3rie# itle

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se01all Dimensions 234+566 m7 2e34+566 m7 .35+666 m7 .e35+666 m"%))ort Con$itions ottom Cont+7 To) "im)le7 .et Cont+7 9ig2t "im)le

.ateral .oa$s 1x36+5 ,N;m<")eciication More t2an two storeys

Caity 1all (mm! t=3=6>+57 t>3=667 te3=45.imiting Dimensions ?3>7 .+2?3>6>5 te6 ,N;m/nits an$ Mortar "trengt2 N;mm=57 .east 2oriGontal $imensions3=66 >+=5Com)ressie "trengt2 (,! "oli$ Concrete *loc, wall +> N;mm< Ta*le >

"ection Pro)erties rea3=666 cm57 g$36+645 N;mmx=66;4+5 @=+ ,N;m

F$;Fr =+A( +t,+2!3@+8;@=+ 6+=6 #K

en$ing Moment Coeicient 2;.36+67 36+5@ 6+6> Ta*le 8Mri3,)+E); m 6+588x=;4 6+4> ,N+m;m

$esi0n #or ateral oads'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Design .ateral .oa$ 1$ =+A 1x (1xo36+=6 ,N;mM$i3 i+1xi+.< 6+6>x6+AA6x5+666< 6+>8 ,N+m;m


2/21


Trial &ersion




!!!.masterseries.co.uk

Job "e#

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/t3M$o;Mro3M$i;Mri 6+A5@;6+5>536+>8;6+4> 6+85 #K


3/21


Trial &ersion





Job "e#

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Free Standin0 Vertically and aterally oaded Sin0le-lea# /all'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0


3rie# itle 8Ne! 3rie#9

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se01all Dimensions 23=+866 m7 2e34+66 m7 .35+666 m7 .e35+666 m

"%))ort Con$itions Free "tan$ing 1all7 ottom Cont+.ateral .oa$s 1x36+5 ,N;m<

")eciication More t2an two storeys")eciication Non-Critical 1all : /se =+> 1, rat2er t2an =+A 1, Cla%se >>(*!"ingle-lea 1all (mm! t34>57 te34>5

.imiting Dimensions ?3>7 2?3=> te 6+A> #K

/all $esi0n'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Partial "aety Factor ( mc; m! Normal man%act%ring7 ")ecial constr%ction >+8;>+5 Ta*le Aa;A*Material Concrete *loc,s7 3>6 ,N;m

/nits an$ Mortar "trengt2 =6+A N;mm=57 .east 2oriGontal $imensions3=66 >+=5

Com)ressie "trengt2 (,! "oli$ Concrete *loc, wall 8+A N;mm< Ta*le >"ection Pro)erties rea34>56 cm+5 >+44= ,N+m;m

$esi0n #or ateral oads'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Design .ateral .oa$ 1$ =+> 1x 6+@66 ,N;m<

M$3 +1x+2< 6+566x6+@66x=+866< =+A58 ,N+m;m/t3M$;Mr =+A58;>+44= 6+>5 #K


4/21


Trial &ersion





Job "e#

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Free Standin0 Vertically and aterally oaded Sti##ened Sin0le-lea# /all'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0


3rie# itle 8Ne! 3rie#9

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se01all Dimensions 23=+866 m7 2e34+66 m7 .35+666 m7 .e35+666 m"%))ort Con$itions Free "tan$ing 1all7 ottom Cont+.ateral .oa$s 1x36+5 ,N;m<

")eciication More t2an two storeys")eciication Non-Critical 1all : /se =+> 1, rat2er t2an =+A 1, Cla%se >>(*!

"ingle-lea 1all (mm! t3>=57 t)3AA67 w)3AA67 cc)3=557 K3=+A47 te346.imiting Dimensions ?3>7 2?3=> te 6+A8@ #K

/all $esi0n'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Partial "aety Factor ( mc; m! Normal man%act%ring7 ")ecial constr%ction >+8;>+5 Ta*le Aa;A*Material Concrete *loc,s7 3>6 ,N;m/nits an$ Mortar "trengt2 =6+A N;mm=57 .east 2oriGontal $imensions3=66 >+=5Com)ressie "trengt2 (,! "oli$ Concrete *loc, wall 8+A N;mm< Ta*le >

'ectie 1i$t2 (*e! H3=+8 m7 t3>=57 t)3AA67 w)3AA67 cc)3=55 ==6 mm

"ection Pro)erties rea3>>=> cm+5 =+A@ ,N+m;m

$esi0n #or ateral oads'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Design .ateral .oa$ 1$ =+> 1x 6+@66 ,N;m<M$3 +1x+2< 6+566x6+@66x=+866< =+A58 ,N+m;m/t3M$;Mr =+A58;=+A@ 6+@A #K


5/21

© MasterKey : 9etaining 1alls - New Project Title C:\Program Files (x8!\Master"eries\Demo #rg\PowerPa$\tommy

Trial &ersion





Job "e#

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Master:ey ) "etainin0 /all $esi0n to 3S 6++2 and 3S 611+ ) 1;;<'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

3asic "% "etainin0 /all

"ein#orced %oncrete "etainin0 /all !ith "ein#orced 3ase

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Notes ll $imensions are in mm an$ all orces are )er metre r%nMaterial Densities (,N;m! Dry "oil =8+667 "at%rate$ "oil >6+867 "%*merge$ "oil =6+867 Concrete >A+66

ngles 'm*an,ment 5I")ecial ss%m)tions (irt%al *ac,! No s%rc2arge oer 2eelConcrete gra$e c% 46 N;mm56 N;mm<

Concrete coers (mm! 1all inner coer 46 mm7 1all o%ter coer 46 mm7 ase coer 56 mm

9einorcement $esign y A6 N;mm< $esigne$ to " 8==6: =@@"%rc2arge an$ 1ater Ta*le "%rc2arge =5+66 ,N;m: "tr%ct%ral /ltimate Design =+A6 "oil=+A6 1all=+6 FHeel=+66 Pa=+66 Ps%rc2arge=+66 P )

>eotechnical $esi0n

/all Stability - Virtual 3ack =ressure'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Case = #ert%rning;"ta*ilising 8+5=6;>5+455 6+>@ #K

/all Slidin0 - Virtual 3ack =ressure'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Fx;(9xFriction 9xPassie! 5@+A55;(55+@56A+=4! 6+@8@ #K

Soil =ressure'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0&irt%al ac, (No %)lit! Max(8>+=>;=667 A=+=@;=66! ,N;m< 6+8>> #K


6/21


Trial &ersion





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1all ac, (No %)lit! Max(84+;=667 4@+@=;=66! ,N;m< 6+84 #K

Structural $esi0n

/all $esi0n 87nner Steel9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Critical "ection Critical L 6 mm rom *ase7 Case >"teel Proi$e$ (Coer! Main =L=56 (46 mm! Dist+ =>L=5 (A mm! =4A6 mm< #K

Com)ression "teel Proi$e$ (Coer! Main =>L>56 (46 mm! Dist+ =>L=5 (A> mm! A5> mm<.eerarm G3n($7*7s7y7Fc%! >> mm7 =666 mm7 =4A6 mm mmL=56 (56 mm! Dist+ =>L=5 (> mm! 5A mm<.eerarm G3n($7*7s7y7Fc%! >A> mm7 =666 mm7 =4A6 mm6 mmMr3n(a*oe7sO7$O7x7x;$! 5A mm6 =>@+6 ,N+mMoment Ca)acity C2ec, (M;Mr! M A+5 ,N+m7 Mr =>@+6 ,N+m 6+4= #K

"2ear Ca)acity C2ec, F A=+8 ,N7 c 6+>5 N;mm8 #K

3ase 3ottom Steel $esi0n'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0"teel Proi$e$ (Coer! Main =>L=56 (56 mm! Dist+ =>L=5 (> mm! 5A mm< #K

Com)ression "teel Proi$e$ (Coer! Main =L=56 (56 mm! Dist+ =>L=5 ( mm! =4A6 mm<.eerarm G3n($7*7s7y7Fc%! >AA mm7 =666 mm7 5A mm mmMr3n(a*oe7sO7$O7x7x;$! =4A6 mm mm7 6+== +4 ,N+m

Moment Ca)acity C2ec, (M;Mr! M =@+ ,N+m7 Mr +4 ,N+m 6+>5 #K

"2ear Ca)acity C2ec, F 55+ ,N7 c 6+5=A N;mm5+A ,N 6+AA #K


7/21


Trial &ersion





Job "e#

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Master:ey ) "etainin0 /all $esi0n to 3S 6++2 3S EN 1;;5-1-1)2++4 and 3S 611+ ) 1;;<'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

3asic "% "etainin0 /all

"ein#orced Masonry "etainin0 /all !ith "ein#orced %oncrete 3ase

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0 Notes ll $imensions are in mm an$ all orces are )er metre r%n

Material Densities (,N;m! Dry "oil =8+667 "at%rate$ "oil >6+867 "%*merge$ "oil =6+86Concrete >A+667 Masonry >6+66

ngles 'm*an,ment 5I")ecial ss%m)tions (irt%al *ac,! No s%rc2arge oer 2eelConcrete gra$e c% 46 N;mm56 N;mm<

Concrete coers (mm! ase coer 56 mm9einorcement $esign y A6 N;mm! 3 >5+@Iase Friction an$ Co2esion 3 tn(6+5xTan(tn(Tan(46!;=+>!!! 3 =@+8AI

Front "oil Friction an$ Co2esion 3 tn(Tan(46!;=+>! 3 >5+@I

oadin0 %ases'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

"oil- "oil "el 1eig2t7 1all- 1all ase "el 1eig2t7 FHeel- &ertical .oa$s oer Heel7Pa- ctie 'art2 Press%re7 Ps%rc2arge- 'art2 )ress%re rom s%rc2arge7 P )- Passie 'art2 Press%reCase =: eotec2nical Design =+66 "oil=+66 1all=+66 FHeel=+66 Pa=+66 Ps%rc2arge=+66 P )Case >: "tr%ct%ral /ltimate Design =+A6 "oil=+A6 1all=+6 FHeel=+66 Pa=+66 Ps%rc2arge=+66 P )

>eotechnical $esi0n

/all Stability - Virtual 3ack =ressure'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Case = #ert%rning;"ta*ilising 45+@48;>6+=5 6+=48 #K

/all Slidin0 - Virtual 3ack =ressure

'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Fx;(9xFriction 9xPassie! 4+55;(A+64+684! 6+6= #K

Soil =ressure'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0&irt%al ac, (No %)lit! Max(A6+A=;=667 5>+@@@;=66! ,N;m< 6+546 #K


8/21


Trial &ersion





Job "e#

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1all ac, (No %)lit! Max(4@+644;=667 5A+A48;=66! ,N;m< 6+5AA #K

Structural $esi0n

Masonry /all $etails'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Partial "aety Factor ( mc; m! /nits Category 7 'xec%tion Control Class > 4;>+ Ta*le N+=Material Clay *ric,s wit2 water a*sor)tion *etween B an$ =>B

/nits an$ Mortar "trengt2 5 N;mm;(i!Com)ressie "trengt2 ( , ! ro%) =7 3>6 ,N;m 4+68 N;mm< Ta*le N+A

/all $esi0n 87nner Face ension9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Critical "ection Critical L 6 mm rom *ase7 Case >"ection Pro)erties L ase t38@6 mm7 rea38@66 cm6= cmFlex%ral "trengt2 x,= x,=36+57 g$36+644 N;mm6=;>+ >8+A ,N+mMoment Ca)acity C2ec, (M;Mr! M >A+6 ,N+m7 Mr >8+A ,N+m 6+8A4 #K "2ear Ca)acity C2ec, F >8+6 ,N7 , 6+4=4 N;mm5 #K

3ase o' Steel $esi0n'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0"teel Proi$e$ (Coer! Main =L=56 (56 mm! Dist+ =>L=5 ( mm! =4A6 mm< #K Com)ression "teel Proi$e$ (Coer! Main =>L=56 (56 mm! Dist+ =>L=5 (> mm! 5A mm<

.eerarm G3n($7*7s7y7Fc%! >A> mm7 =666 mm7 =4A6 mm6 mmMr3n(a*oe7sO7$O7x7x;$! 5A mm6 =>@+6 ,N+m

Moment Ca)acity C2ec, (M;Mr! M @+5 ,N+m7 Mr =>@+6 ,N+m 6+6A #K "2ear Ca)acity C2ec, F =5+= ,N7 c 6+>5 N;mm


9/21

© Masteream : Com)osite - New Project Title C:\Program Files (x8!\Master"eries\Demo #rg\PowerPa$\st%$ent

Trial &ersion





Job "e#

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Made by

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?n'ro''ed %om'osite Secondary 7nternal 3eam'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

3eam "e#erence

Summary o# $esi0n $ata 3S 4;4+-,.1 &1)2+1+ 8Symmetrical 3eam9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0"teel "ection ( ,g;m! A5x=@= / Qra$e A4RFloor rea "%))orte$ @ m ")an7 4 m to .H eam an$ 4 m to 9H eam (4 m "%))orte$ Directly! Non-Contin%o%s 9i*$ec, 86 Tro%g2 ")acing 4667 Heig2t 867 erage 1i$t2 =6 in = mm t2ic, Concrete "la* =56 mm T2ic, L >456 ,g;m7 Mo$+ 9atio =67 r 46 wit2 =A> mm7 Constr%ction 6+5"el 1eig2t .oa$s Concrete "la* >+5@ ,N;m>+ mm7 85+5 cm@484 cmA7 Et =>@ cm7 E* =>@ cm

Com)osite "ection 'lastic Pro)erties ye =55+> mm7 x @A46 cmA7 Es+t =8=>65 cm7 Es+* >==A cm7 Ec+t =6> cmHea$e$ "t%$ Connector 46 No+ =@x=>6 mm7 S, =66 ,N7 S) 86 ,N7 , 6+=7 P$ 5+ 1el$e$

?ltimate imit State 8Final Sta0e9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Maxim%m "2ear "%))ort 9eactions (,N! >=+ ,N eac2 si$e ? 45+8@ ,N #K

C2ec, L A+5 m (Max+ Moment! M 3 A8@+5 ,N+m7 F 3 6 ,N"2ear Connection No o s2ear connectors rom nearest s%))ort =5 ? 4+5 Partialxial 9esistance (,N! 9c >=>+>5 ,N7 9s >45=+>5 ,N7 9 856+5 ,N 856+5 ,N

Degree o "2ear Connection Hig2er D%ctility7 Na;N) 3 =5 ; 4+5 6+A 6+A #K 9e$%ce$ Concrete rea rea re%ire$ to resist 856+5 ,N >8x>>56mm<Moment Ca)acity Plastic ne%tral axis in we* L =@A+8 mm 46+AA ,N+m #K

rans(erse "ein#orcement'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Max+ No+ o "2ear Connectors (N! erage minim%m s)acing 466 mm 4+44 )er m&) 3N+A+D+t)+)y) Min(4+44xAx=@7=666!x=+6x456 88+ ,N&r 3 n(s7y7c7c%7&)! =A>7 A67 ==>7 467 88+ >45+@ ,N&3N+P$+Max(*=7*>!;(*=*>! 4+44x5+x=+=4;(=+=4=+=4! @A+56 ,N #K

?ltimate imit State 8%onstruction Sta0e9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Maxim%m "2ear "%))ort 9eactions (,N! +8> ,N eac2 si$e ? 45+8@ ,N #K

C2ec, L A+5 m (Max+ Moment! M 3 =5>+5@ ,N+m7 F 3 6 ,NMoment Ca)acity Plastic ne%tral axis in we* L >>+ mm A6A+54 ,N+m #K

Ser(iceability imit State'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0"%))ort 9eactions (,N!

.ie .oa$s @A+5 ,N eac2 si$e"%)er m)ose$ Dea$ .oa$ +5 ,N eac2 si$eDea$ .oa$ ("el 1eig2t! A6+4 ,N eac2 si$e

Maxim%m Delection (Partial Connection ll .oa$s!

.ie .oa$s @+>A (=>+@A! mm L A+5 m ? . ; 46 3 >5 mm =>+@A mm #K "%)er m)ose$ Dea$ .oa$s 6+ (6+@>! mm L A+5 m 6+@> mmDea$ .oa$s ("el 1eig2t! =>+8A mm L A+5 m =>+8A mm

Maxim%m "teel "tress

T#T. (Tension! .ie =66+7 "%)er Dea$ +>7 "1 6+ ? >5 =8+A N;mm< #K

T#T. (Com)ression! .ie =+>7 "%)er Dea$ 6+=7 "1 6+ ? >5 =+@5 N;mm< #K Maxim%m Concrete "tress .ie 4+A87 "%)er Dea$ 6+>57 "1 6 ? =5 4+4 N;mm< #K

Vibration &nalysis 8=artial %onnection9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0


10/21


Trial &ersion





Job "e#

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eam Delection ncl%$ing Partial Connection +> mm

Nat%ral Fre%ency =8; (+>6;=+=! 3 +58 A HG +58 HG #K


11/21


Trial &ersion





Job "e#

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?n'ro''ed %om'osite =rimary 7nternal 3eam'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

3eam "e#erence

Summary o# $esi0n $ata 3S 4;4+-,.1 &1)2+1+ 8Symmetrical 3eam9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

"teel "ection (==4 ,g;m! =6x>>@ / ==4 Qra$e A4RFloor rea "%))orte$ @ m ")an7 @ m to .H eam an$ @ m to 9H eam

Non-Contin%o%s 9i*$ec, 86 Tro%g2 ")acing 4667 Heig2t 867 erage 1i$t2 =6 in = mm t2ic, Concrete "la* =56 mm T2ic, L >456 ,g;m7 Mo$+ 9atio =67 r 46 wit2 85 mm7 Constr%ction 6+5"el 1eig2t .oa$s Concrete "la* >+5@ ,N;m+8 Partial

xial 9esistance (,N! 9c 4A>>+>5 ,N7 9s 48=A+A= ,N7 9 >A66 ,N >A66 ,NDegree o "2ear Connection Na;N) 3 46 ; A>+8 6+A 6+6= #K 9e$%ce$ Concrete rea rea re%ire$ to resist >A66 ,N @x>>56mm<

Moment Ca)acity Plastic ne%tral axis in to) lange L ==+A mm =A65+65 ,N+m #K C2ec, L 4 m M 3 =4=@+@ ,N+m7 F 3 A4+ ,N

"2ear Connection No o s2ear connectors rom nearest s%))ort >6 ? A>+8 Partialxial 9esistance (,N! 9c 4A>>+>5 ,N7 9s 48=A+A= ,N7 9 =66 ,N =66 ,N

9e$%ce$ Concrete rea rea re%ire$ to resist =66 ,N 5>+x>>56mm<Moment Ca)acity Plastic ne%tral axis in we* L =8=+8 mm =4>5+4 ,N+m #K

rans(erse "ein#orcement'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Max+ No+ o "2ear Connectors (N! erage minim%m s)acing =56 mm + )er m&r 3 n(s7y7c7c%! 857 A67 66667 46 46+> ,N

&3N+P$+Max(*=7*>!;(*=*>! +x86x=+=4;(=+=4=+=4! >+ ,N #K ?ltimate imit State 8%onstruction Sta0e9

'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Maxim%m "2ear "%))ort 9eactions (,N! =A>+> ,N eac2 si$e ? =6>+45 ,N #K

C2ec, L A+5 m (Max+ Moment! M 3 A>>+= ,N+m7 F 3 6 ,N

Moment Ca)acity Plastic ne%tral axis in we* L 464+8 mm 8@+A= ,N+m #K C2ec, L 4 m M 3 A>6+8 ,N+m7 F 3 =4+@ ,N

Moment Ca)acity Plastic ne%tral axis in we* L 464+8 mm 8@+A= ,N+m #K

ateral orsional 3ucklin0 8%onstruction Sta0e9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

C2ec, *etween 6 an$ 4 mm.T+M3n(M=7M>7m.T! 67 A>6+87 6+ >5>+5> ,N+m

M*3n(.7ryy7 w7%7! 4 m7 A+8@ cm7 =7 6+8=7 6+@ A4+8>> ,N+m #K

C2ec, *etween 4 an$ m

m.T+M3n(M=7M>7m.T! A>6+87 A>6+87 = A>6+8 ,N+mM*3n(.7ryy7 w7%7! 4 m7 A+8@ cm7 =7 6+8=7 6+@ A4+8>> ,N+m #K


12/21


Trial &ersion





Job "e#

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)

)


Ser(iceability imit State'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

"%))ort 9eactions (,N!

.ie .oa$s =8@ ,N eac2 si$e"%)er m)ose$ Dea$ .oa$ =4+5 ,N eac2 si$eDea$ .oa$ ("el 1eig2t! 8+AA ,N eac2 si$e

Maxim%m Delection (Partial Connection ll .oa$s!

.ie .oa$s =6+=5 (==+@! mm L A+5 m ? . ; 46 3 >5 mm ==+@ mm #K "%)er m)ose$ Dea$ .oa$s 6+> (6+84! mm L A+5 m 6+84 mm

Dea$ .oa$s ("el 1eig2t! =>+46 mm L A+5 m =>+46 mmMaxim%m "teel "tress

T#T. (Tension! .ie =4A+A7 "%)er Dea$ @+7 "1 88+@ ? >5 >4>+@ N;mm< #K T#T. (Com)ression! .ie =>+=7 "%)er Dea$ 6+@7 "1 88+@ ? >5 =6=+@= N;mm< #K

Maxim%m Concrete "tress .ie A+847 "%)er Dea$ 6+457 "1 6 ? =5 5+=8 N;mm< #K

Vibration &nalysis 8=artial %onnection9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

eam Delection ncl%$ing Partial Connection +5 mm Nat%ral Fre%ency =8; (+5;=+=! 3 +4 A HG +4 HG #K


13/21

© MasterFrame - New Project Title C:\Program Files (x8!\Master"eries\Demo #rg\PowerPa$\eams

Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1++++

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Ne! 3eam "e#erence

>m

@5x>56 C>

=m

@5x>56 C>

+4=

=4+A 4+A@

6+AA

4+6

+4=

+6 =A+= =+==

6+4>

9y 3 +6 9y 3 >+5

&ll oadin0 %ases

oad $ia0ram - 3endin0 Moment - Su''ort "eactions - Shear Force

Ne! 3eam "e#erence

Summary o# $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

oadin0 %ases and oad %ombination'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

oad >rou' abels'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0.oa$ ro%) /T /nity .oa$ Factor (ll Cases!

.oa$ ro%) D= Dea$ .oa$ on #$$ ")ans

.oa$ ro%) D> Dea$ .oa$ on 'en ")ans

.oa$ ro%) .= .ie .oa$ on #$$ ")ans

.oa$ ro%) .> .ie .oa$ on 'en ")ans

oad %ase ++1 ) &ll S'ans oaded 8?ltimate) 1.+$11.+$21.+11.+29'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

.oa$ Com*ination =+66 D= =+66 D> =+66 .= =+66 .>

oad %ase ++2 ) &lternate S'ans 1 8?ltimate) 1.+$11.+$21.+19'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0.oa$ Com*ination =+66 D= =+66 D> =+66 .=

oad %ase ++, ) &lternate S'ans 2 8?ltimate) 1.+$11.+$21.+29'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

.oa$ Com*ination =+66 D= =+66 D> =+66 .>

oad %ase ++A ) &ll S'ans oaded 8Ser(iceability) 1.+$11.+$21.+11.+29'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

.oa$ Com*ination =+66 D= =+66 D> =+66 .= =+66 .>


14/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++1

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Member =ro'erties'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

")ans =-> M ... ... 95x250 C27 E 11.50E6 G .719E6 TG C27 1000000

A 237.5E-4 Ix 12370E-8 Iy 1786E-8 J 7145E-8

Member oadin0'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

")an = UT Spacing 01.000 M!"#ip"y A""$%a&'( )1 U)$* -000.105 +, (

)1 U)$/ -003.000 +, ( $1 U)$/ -005.000 +, (

)1 T/ -001.000 0.800 2.000 -005.200

")an > UT Spacing 01.000 M!"#ip"y A""$%a&'( )2 U)$* -000.105 +, (

)2 U)$/ -003.000 +, ( $2 U)$/ -005.000 +, ()2 T/ -005.200 0.000 0.800 -008.000

Su''ort %onditions'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0 N#D'" =->

UT ' 1 1 1 0 0 0

Ne! 3eam "e#erence

&nalysis "esults

Nodal $e#lections Ser(iceability 8++1 ) &ll S'ans oaded 8?ltimate) 1.+$11.+$21.+11.+299

Node NodeNodal $e#. 8mm and $e0rees9

B C D BC

Nodal $e#. 8mm and $e0rees9

B C D BC

= 6+66 6+66 -6+6 6+66 > 6+66 6+66 -6+65 6+664 6+66 ->+4> -6+=4 >+4>

Nodal $e#lections Ser(iceability 8++2 ) &lternate S'ans 1 8?ltimate) 1.+$11.+$21.+199


B C D BC


B C D BC

= 6+66 6+66 -6+68 6+66 > 6+66 6+66 6+64 6+664 6+66 -6+AA -6+6> 6+AA

Nodal $e#lections Ser(iceability 8++, ) &lternate S'ans 2 8?ltimate) 1.+$11.+$21.+299


B C D BC


B C D BC

= 6+66 6+66 6+6= 6+66 > 6+66 6+66 -6+== 6+664 6+66 -4+A@ -6+=@ 4+A@

Nodal $e#lections Ser(iceability 8++A ) &ll S'ans oaded 8Ser(iceability) 1.+$11.+$21.+11.+299


B C D BC


B C D BC

= 6+66 6+66 -6+6 6+66 > 6+66 6+66 -6+65 6+664 6+66 ->+4> -6+=4 >+4>


15/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++2

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Member Forces 8++1 ) &ll S'ans oaded 8?ltimate) 1.+$11.+$21.+11.+299

S'an &ial Shear Force 3endin0 Moment Maimum Maimum

No. Force 8kN9 8kN.m9 Moment $e#lection

8kN9 End1 End2 End1 End2 8kN.m @ m9 8mm @ m9

= 6+66C 5+8= 6+66 >+68 L 6+68 6+@ L 6+85A-=A+=> -+4=> 6+66C =4+4@ -+4= >+4> L =+6666+66 6+66

Member Forces 8++2 ) &lternate S'ans 1 8?ltimate) 1.+$11.+$21.+199




= 6+66C +6 6+66 4+6 L 6+85A =+== L 6+@58-=>+8 -4+8=

> 6+66C 8+48 -4+8= 6+AA L =+6666+66 6+66

Member Forces 8++, ) &lternate S'ans 2 8?ltimate) 1.+$11.+$21.+299




= 6+66C 6+8= 6+66 6+== L 6+>56 6+4> L =+A48-@+=> -+4=> 6+66C =4+4@ -+4= 4+A@ L =+6666+66 6+66

Member Forces 8++A ) &ll S'ans oaded 8Ser(iceability) 1.+$11.+$21.+11.+299




= 6+66C 5+8= 6+66 >+68 L 6+68 6+@ L 6+85A-=A+=> -+4=> 6+66C =4+4@ -+4= >+4> L =+6666+66 6+66

Su''ort "eactions Ser(iceability 8++1 ) &ll S'ans oaded 8?ltimate) 1.+$11.+$21.+11.+299

Node NodeSu''ort "eactions 8kN and kN.m9

" 8kN9 "y 8kN9 M 8kN.m9

Su''ort "eactions 8kN and kN.m9

" 8kN9 "y 8kN9 M 8kN.m9

= 6+666 5+8=> 6+666 > 6+666 >+564 6+666Total 6+666 44+4=5 6+666

Su''ort "eactions Ser(iceability 8++2 ) &lternate S'ans 1 8?ltimate) 1.+$11.+$21.+199


" 8kN9 "y 8kN9 M 8kN.m9


" 8kN9 "y 8kN9 M 8kN.m9

= 6+666 +6> 6+666 > 6+666 >=+>54 6+666Total 6+666 >8+4=5 6+666


16/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++,

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Su''ort "eactions Ser(iceability 8++, ) &lternate S'ans 2 8?ltimate) 1.+$11.+$21.+299


" 8kN9 "y 8kN9 M 8kN.m9


" 8kN9 "y 8kN9 M 8kN.m9

= 6+666 6+8=> 6+666 > 6+666 >>+564 6+666Total 6+666 >4+4=5 6+666

Su''ort "eactions Ser(iceability 8++A ) &ll S'ans oaded 8Ser(iceability) 1.+$11.+$21.+11.+299


" 8kN9 "y 8kN9 M 8kN.m9


" 8kN9 "y 8kN9 M 8kN.m9

= 6+666 5+8=> 6+666 > 6+666 >+564 6+666Total 6+666 44+4=5 6+666


17/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++A

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Master:ey ) imber $esi0n'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

&ial oad /ith Moment $esi0n to 3S 4256 ) =art 2'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Ne! 3eam "e#erence) &ial !ith Moment Member

Summary $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Design Cases Coere$ =7 >7 47 ADelection Cases Coere$ =7 >7 47 A"ection "iGe * 3 @57 2 >56 9eg%lariGe$ "ection in "trengt2 Class C>

"ection Pro)erties (cm4+57 Ex @8@+7 Ey 47 rx +>>7 ry >+A

")eciication = : nternal %se in contin%o%sly 2eate$ *%il$ingMe$i%m Term loa$ing

ntegrate$ Design Critical Case =Mem*er Details F 3 6+6 ,N7 .x 3 >+6 m7 .y 3 >+6 m7 .ex 3 =+6 .x7 .ey 3 =+6 .y

earing lengt2 57 Distance to earing =56 mm

>rade and &dmissible Stresses 8Stren0th %lass %2+'mean =+66 x ==566 ==566 N;mm<

&ial oad !ith Moments %heck '$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Critical Design .ocation U 3 >+666

mx+a 3 Mx;Ex +4=A ; @8@+58 =>+=> +48 N;mm< #K

mx; mx+a$m +48;=>+=> 6+5> #K

Shear and 3earin0 %heck '$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Critical Design .ocation U 3 >+666

a3 =+5 F ; rea =+5 x =A+== ; >4+5 =+48 6+8@ N;mm< #K

cax 3 Fx ; (*+x! =A+== ; (@5 x 5! >+85 =+@8 N;mm< #K

$e#lection %heck '$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Critical .oa$ Case 66> : lternate ")ans = (/ltimate: =+6D==+6D>=+6.=!

3 m s =+== .;444 =+== mm #K


18/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++4

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Master:ey ) imber $esi0n'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

&ial oad /ith Moment $esi0n to 3S 4256 ) =art 2'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Ne! 3eam "e#erence) &ial !ith Moment Member

Summary $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Design Cases Coere$ =7 >7 47 ADelection Cases Coere$ =7 >7 47 A"ection "iGe * 3 @57 2 >56 9eg%lariGe$ "ection in "trengt2 Class C>

"ection Pro)erties (cm4+57 Ex @8@+7 Ey 47 rx +>>7 ry >+A

")eciication = : nternal %se in contin%o%sly 2eate$ *%il$ingMe$i%m Term loa$ing

ntegrate$ Design Critical Case =Mem*er Details F 3 6+6 ,N7 .x 3 =+6 m7 .y 3 =+6 m7 .ex 3 =+6 .x7 .ey 3 =+6 .y

earing lengt2 57 Distance to earing =56 mm

>rade and &dmissible Stresses 8Stren0th %lass %2+'mean =+66 x ==566 ==566 N;mm<

&ial oad !ith Moments %heck '$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Critical Design .ocation U 3 6+666

mx+a 3 Mx;Ex +4=A ; @8@+58 =>+=> +48 N;mm< #K

mx; mx+a$m +48;=>+=> 6+5> #K

Shear and 3earin0 %heck '$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Critical Design .ocation U 3 6+666

a3 =+5 F ; rea =+5 x =4+485 ; >4+5 =+48 6+85 N;mm< #K

cax 3 Fx ; (*+x! =4+485 ; (@5 x 5! >+85 =+88 N;mm< #K

$e#lection %heck '$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

Critical .oa$ Case 664 : lternate ")ans > (/ltimate: =+6D==+6D>=+6.>!

3 m s 4+A@ .;444 4+A@ mm /arnin0


19/21

© Master9C : Pile Ca) - New Project Title C:\Program Files (x8!\Master"eries\Demo #rg\PowerPa$\> )ile

Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1++++

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


Master"% - =ile %a' $esi0n - "estricted'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

=ile%a' "e#erence'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

900

2700

450 900 900 450

450

450

Y-Y

Y-Y

1200

75

6-B25@125-U-Bar B1

1 1

24-B16@100-U-Bar B2

3

3

3

3

9-B20-150-Side-U-Bars9-B20-150-Side-U-Bars

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Design to " 8==6: =@@1or,ing ertical loa$ )er )ile =666,N

Pile $ia+7 ca) o;a $e)t27 oer2ang: 66mm7 =>66mm7 =56mm

Pile s)acing7 centre to centre: 4+66 V $ia+ (=866mm!Col%mn siGe: 466mm+ (x-x! x 466mm+ (y-y!Concrete gra$e: 45Concrete coer to reinorcement: ottom: 5mm+7 si$es an$ to): 56mm+

#erall )lan $imensions: 1i$t2 (x-x!: >66mm+ .engt2 (y-y!: @66mm+

%alculations)'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0 No+ o )iles =6;=666 >.oa$ )er )ile (serice! (856 56 6 !;> 845,N #K

.oa$ )er )ile (/ltimate! ((8566!V=+A6 (56V=+6!!;> 3 >A88;> =>AA,N

.oa$ )er )ile (/ltimate Net! (856V=+A6 56V=+6!;> 3 >4@6;> ==@5,NMyy3 F)(.-a;>! =>AA+6(6+@66 - 6+466;>! @44+6 ,N+m

Myysw 3 =+A6V>AVVDVla =+A6V>AV6+@66V=+>66V=+>66 >+6 ,N+mMyyres3 Myy- Myysw @44+6 - >+6 @6+6 ,N+m

C-C &is) ayer 319einB 3 =66s;D s 3 >5L=>5 3 >@A 3 =66V>@A;(@66 V =>66! 6+>B #K

3eam 3endin0 heorysre 3 n(M;(V$

$ee' 3eam 3endin0 heory

9e: 9eynol$s "tee$man =6t2

e$ition+ Ta*le =A8s 3=+@VM;( yVmin(.72!! =+@ V @6 ; (566 V min(=8667=>66!! >8> mm< #K

$ee' 3eam Shear heory&=c3 K =V(2-6+45Va=!V tV* 6+6 V (=>66 - 6+45 V A56 ! V>+A V @66+66 =866 ,N&=3 &=C K >V s)roV $ V sin>5 V >@A V ===4 V "in66 >448 ,N

&ca)3 &= K >V sVsin >448 >>5 V 555 V "in >8@ ,N

3eam Shear on C-C 'lane G,.11.A.AHF 3 =>AA x = )iles =>AA ,N #K

.3@667 $3===>7 3567 sUU367 sWW3>@A

&% 3 =+>A4 N;mm


20/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++1

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)


")acing Q4+=>+5+AR >6< V 566 ; Min(@667566! A66 #K

Friction =ile S'acin0Circ%lar )iles ")acing 3 4 4V66 3 =866 mm act%al 3 =866 mm #K

see " 866A Cla%se +4+A+>


21/21


Trial &ersion





Job "e#

Sheet

Made by

$ate

%hecked

&''ro(ed

)

) *1+++2

)

) ,1 ctober 2+1, * Ver. 2+1,.1+

)

)

Master"% - =ile %a' $esi0n - "estricted'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

=ile%a' "e#erence 8Ne! 3rie#9'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0

900

2700

450 900 900 450

450

450

Y-Y

Y-Y

1200

75

5-B25@175-U-Bar B1

1 1

24-B16@100-U-Bar B2

3

3

3

3

9-B20-150-Side-U-Bars9-B20-150-Side-U-Bars

Summary o# $esi0n $ata'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0Design to " 8==6: =@@1or,ing ertical loa$ )er )ile =666,N

Pile $ia+7 ca) o;a $e)t27 oer2ang: 66mm7 =>66mm7 =56mm

Pile s)acing7 centre to centre: 4+66 V $ia+ (=866mm!Col%mn siGe: 466mm+ (x-x! x 466mm+ (y-y!Concrete gra$e: 45Concrete coer to reinorcement: ottom: 5mm+7 si$es an$ to): 56mm+

#erall )lan $imensions: 1i$t2 (x-x!: >66mm+ .engt2 (y-y!: @66mm+

%alculations)'$%cational &ersion: "t%$ent /se #nly Not or commercial %se0 No+ o )iles =6;=666 >.oa$ )er )ile (serice! (856 56 6 !;> 845,N #K

.oa$ )er )ile (/ltimate! ((8566!V=+A6 (56V=+6!!;> 3 >A88;> =>AA,N

.oa$ )er )ile (/ltimate Net! (856V=+A6 56V=+6!;> 3 >4@6;> ==@5,N

C-C &is) ayer 319einB 3 =66s;D s 3 5>5L=5 3 >A55 3 =66V>A55;(@66 V =>66! 6+>4B #K

russ &nalo0yFten 3 F%lt;(=>Vl$!V(4l V =866 V ===4! V (4 V =866< - 466>@> mm< #K

3eam Shear on C-C 'lane G,.11.A.AHF 3 =>AA x = )iles =>AA ,N #K .3@667 $3===>7 3567 sUU367 sWW3>A55

&% 3 =+>A4 N;mm

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