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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 3@.1 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 3.@.4.)

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.