summary bus stand

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  • 7/25/2019 Summary Bus Stand

    1/3

    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

  • 7/25/2019 Summary Bus Stand

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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

  • 7/25/2019 Summary Bus Stand

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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.