summary bus stand
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7/25/2019 Summary Bus Stand
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Architectural planning of Bus Stations and Cafeteria.
Information gathered in Bus Stand planning.
14 Frequent and 3 non frequent Bus routes starting from Piliyandala.
Bus parking space for frequent routes.
Toilets !afeteria and S"TB and Pri#ate sector operating o$ces. Time keeping %uts.
Pro#ided Features.
Bus parking area ad&acent to stand
1' (us Terminals and ) time keeping huts.
*perating o$ces each )m + 3.)m
"adies ,ash room ,ith - !s and ash Basins.
/ents ,ash room ,ith 4!s 4ash (asins and 4 0rinals.
T,o cafeterias ,ith dimensions 4.1m+ )m and 4.1m and 4.)m
respecti#ely. Bus parking area for more than 1) Busses.
2ue per each (us terminal.
Follo,ed /uidelines.
1. Bus imensioning
11.4 + .) + 3.1 56eufert 7rchitectural ata 3 rdedition Black,ell
Science Pu(lications8
19.)' + .44 + 3
5http:;;international.ashokleyland.com;#iking11).php8
Therefore for e#ery terminal used space 11.)m + 3.m and 1m
Back to front gap (et,een t,o (usses.. Inclination terminals.
equirement Pro#ided
Stairca
se
idth 19)cm 19cm%eadroom 99cm Full open>iser 1.)cm 1.)cm
Thread .)cm .)cm>ailing %eight 9.'m 1m
Toilets imension
s
9.'m + 1.m 1m + 1.-m
?oid area
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height
Structural Design of Cafe, oce and Toilet Building.
1. Sla(s.
t,oC,ay sla( panels and oneC,ay sla( panels each of thickness
1)9mm
0sed !oncrete /rade 39
Imposed "oad C BS -3'': Part 1: 1''- Ta(le 1
Imposed load of shopping areas C 4 k6;mA
ead "oad
Self ,eight D 3.- k6;m
BS -4@ : 1'-4 C "oad from partitioning D )'.1 kg;mA
59.)@ k6;mA8
"oad from tiling Enishes D [email protected] kg;mA 59.3@k6;mA8Total ead "oads D 4.)@ k6;mA
>einforcement *utput for t,oC,ay sla(. 5BS @119: part1 :1'@)8
>einforcement *utput for *neC,ay sla(
Pro#ide T11) for short ,ay and T19 )9 to long ,ay
!o#er )mm
. Beams
Beams in long direction are 4)9mm + )9mm and others are
3)9mm + )9mm.
0se /rade 39 For Beams.
>einforcement defers from (eam to (eam.
!o#er )mm.
3. !olumns.
!o#er )mm
esign moment in t,o irection ,as calculated from !lause [email protected].)
equation 49 BS @119: part1 :1'@). From BS @119 : Part 3 : 1'@) chart no >equired >;f ,as
!alculated. 5)9mmA8
4TC1- Pro#ided.
Shear "inks 4mm used at 1)mm spacing.
4. Pad Footings.
!o#er 49mm and !oncrete grade ,as 3).
6o shear Failure Punching shear and etc.
Pro#ided T999 in Both ,ays.
). >oof Truss.i8 ind "oad.
BS -3'' Part:1'' PD 1.-@ k6;m
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ii8 "oad casesG 1.4ead H1.-Imposed D 1.))G 1.45ead Hind8 D .G 1.5eadHImposedHind8 D 3. 5used this8
iii8 >afters
BS )')9C1:999 199 + )9 Parallel Flanged !hannel Su$cient.i#8 Purlins.
93 + 19 + 3 0ni#ersal Beam is Su$cient.