capacity and facility

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    Capacity and Facility layout

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    Capacity

    Maximum capability to produce Capacity planning establishes overall level of

    productive resources for a firm 3 basic strategies for timing of capacity

    expansion in relation to steady growth indemand ( lead, lag, and average )

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    Capacity Expansion Strategies

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    Capacity

    Capacity increase depends on volume and certainty of anticipated demand strategic ob ectives costs of expansion and operation

    !est operating level " of capacity utili#ation that minimi#es unit costs

    Capacity cushion (support) " of capacity held in reserve for unexpected

    occurrences

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    Economies of Scale

    $nit cost decreases as output volume increases fixed costs can be spread over a larger number ofunits

    production or operating costs do not increase linearlywith output levels

    %uantity discounts are available for materialpurchases

    operating efficiency increases as wor&ers gainexperience

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    Best Operating Level for a Hotel

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    'acility ayout( ayout planning)

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    b ectives of 'acility ayout

    Minimi#e material*handling costs $tili#e space efficiently $tili#e labor efficiently

    Eliminate bottlenec&s 'acilitate communication and interaction +educe manufacturing cycle time

    +educe customer service time Eliminate wasted or redundant movement

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    b ectives of 'acility ayout

    'acilitate entry, exit, and placement of material,products, and people

    -ncorporate safety and security measures

    .romote product and service %uality Encourage proper maintenance activities .rovide a visual control of activities

    .rovide flexibility to adapt to changing conditions

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    !asic ayouts

    .rocess layouts group similar activities together according to process

    or function they perform

    .roduct layouts arrange activities in line according to se%uence of

    operations for a particular product or service

    'ixed*position layouts are used for pro ects in which product cannot be

    moved

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    .rocess ayout in Services

    /omen0sformal dresses

    /omen0s casualdresses

    /omen0ssportswear

    Shoes

    Cosmetics and ewelry

    Entry and displayarea

    1ousewares

    Children0sdepartment

    Men0sdepartment

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    Manufacturing .rocess ayout

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    2 .roduct ayout

    -n

    ut

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    escription

    4ype of process

    .roduct

    emand

    5olume

    Sequentialarrangement ofactivitiesContinuous, massproduction, mainlyassembly

    Standardized,

    made to stockStable

    High

    ProcessFunctionalgrouping ofactivitiesIntermittent, batchproduction, mainlyfabrication

    Varied, made to

    orderFluctuating

    Low

    Product

    Comparison of .roductand .rocess ayouts

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    -nventory

    Storage space Material handling 2isles(passage) ayout decision 6oal

    ow in*process, highfinished goodsSmall'ixed path (conveyor)7arrow

    ine balancingE%uali#e wor& at each

    station

    Process

    1igh in*process, lowfinished goods

    arge5ariable path (for&lift)/ideMachine locationMinimi#e material

    handling cost

    Product

    Comparison of .roductand .rocess ayouts

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    'ixed*.osition ayouts

    4ypical of pro ects 'ragile, bul&y, heavy items E%uipment, wor&ers 8 materials brought to site ow e%uipment utili#ation 1ighly s&illed labor 4ypically low fixed cost ften high variable costs

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    esigning .rocess ayouts

    6oal9 minimi#e material handling costs Block Diagramming minimi#e nonad acent loads use when %uantitative data is available

    Relationship Diagramming based on location preference between areas use when %uantitative data is not available

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    !loc& iagramming

    $nit load %uantity in whichmaterial is normallymoved

    7onad acent load distance farther

    than the next bloc&

    Steps create load summary chart calculate composite (two

    way) movements

    develop trial layoutsminimi#ing number ofnonad acent loads

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    !loc& iagramming9 Example

    epartment : ; 3 < =

    oad Summary Chart'+ M>4 E.2+4ME74

    : ? :@@ =@; ? ;@@ =@3 A@ ?

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    !loc& iagramming9 Example

    ; 3 ;@@ loads; < :=@ loads: 3 ::@ loads: ; :@@ loads< = A@ loads

    3 = =@ loads; = =@ loads3 <

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    !loc& iagramming9 Example

    ; 3 ;@@ loads; < :=@ loads: 3 ::@ loads: ; :@@ loads< = A@ loads3 = =@ loads

    ; = =@ loads3 <

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    !loc& iagram type of schematic layout diagramD includes space re%uirements

    :;

    3

    hour)

    (:;@ units)

    Cd < minutes

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    'low 4ime vs Cycle 4ime

    Cycle time max time spent at any station 'low time time to complete all stations

    : ; 3

    < minutes < minutes < minutes

    'low time < B < B < :; minutesCycle time max (

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    ine !alancing .rocedure

    :I raw and label a precedence diagram;I Calculate desired cycle time re%uired for line3I Calculate theoretical minimum number of wor&stations

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    ine !alancing

    @I:

    @I;

    @I