SS3 FS-5 FS0 -FF2 -SF10€¦ · -FF2 FS-5 SS3 SS0 SS3 FS0 FF2-SF10 CR1 Construction Management...

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7 B 2 E 6 C 5 F 4 A 5 D -FF2 FS-5 SS3 SS0 SS3 FS0 FF2 -SF10 CR1 Construction Management – Decision Support / Network Techniques MPMCalculationExample-ForProjector.pdf BUTE Department of Construction Technology & Management / Engineering Programs In English / 2000- Dr. Zoltán András Vattai Do perform the time-analysis of the MPM network below

Transcript of SS3 FS-5 FS0 -FF2 -SF10€¦ · -FF2 FS-5 SS3 SS0 SS3 FS0 FF2-SF10 CR1 Construction Management...

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BUTE Department of Construction Technology & Management / Engineering Programs In English / 2000- Dr. Zoltán András Vattai

Do perform the time-analysis of the MPM network below

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1.0 Substituting (exchanging) CR1 relation-pair by the dominant

relation: SS1

( )SS1

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1.1 Identifying the starting point („Source”) and assigning „0”

time-potential to it

SS1

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duration, then I do know the finish of it too …”

SS1

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1.3 Progressing on like „rolling-up” in „by-arrow” direction

SS1( )

FS0

For progressing we have to chose an activity pointed at by arrows only originated

from activities at which the early time-potentials have already been calculated.

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1.4 „If I knew the start time-potential of an activity of fixed

duration, then I do know the finish of it too …”

SS1( )

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1.5 Progressing on like „rolling-up” in „by-arrow” direction

SS1( )

For progressing we have to chose an activity pointed at by arrows only

originated from activities at which the early time-potentials have already been

calculated. The minimum („earliest”) time-potential to be assigned must fit all

„preceeding” relative boundaries (time-potential limitations).

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1.6 „If I knew the finish time-potential of an activity of fixed

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SS1( )7

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1.7 Progressing – temporarily – not considering any related

maximum-typed relations involved in any loop (cycle)

SS1( )5 7

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SS1( )5 7

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1.9 Progressing on like „rolling-up” in „by-arrow” direction

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1.10 „If I knew the start time-potential of an activity of fixed

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1.11 Progressing on like „rolling-up” in „by-arrow” direction

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1.12 „If I knew the finish time-potential of an activity of fixed

duration, then I do know the start of it too …”

SS1( )5 7

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1.13 Checking validity of maximum-typed relation involved in

the loop and had been – temporarily – not considered.

SS1( )5 7 7

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1.14 „If I knew the start time-potential of an activity of fixed

duration, then I do know the finish of it too …”

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1.15 Checking validity of all the limitations (relations, „arrows”)

involved in the loop (cycle)

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2.1 „Let the latest finish time-potential of the finishing (closing)

activity be equal to its early finish time-potential”

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2.2 „If I knew the finish time-potential of an activity of fixed

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SS1( )5 7

1711

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2.4 „If I knew the finish time-potential of an activity of fixed

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2.7 Checking validity of maximum-typed relation involved in

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For progressing we have to chose an activity pointing its arrows at activities

only at which the late time-potentials have already been calculated.

The maximum („latest”) time-potential to be assigned must fit all „succeeding”

relative boundaries (time-potential limitations).

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3.1 Calculating total floats and identifying the critical activities

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By definition: all activities having no any float are considered as critical ones

( Total float equals to zero )

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3.2 Identifying critical relations (limitations, „arrows”)

SS1( )5 7

1711

By definition: relations (limitations) between critical activities, having been

satisfied on limit value (by equivalence) are considered as critical ones

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7

B

2

E

6

C

5

F

4

A

5

D

-FF2

FS-5SS3

SS0

SS3

FS0

FF2

-SF10

CR1

Construction Management – Decision Support / Network Techniques MPMCalculationExample-ForProjector.pdf

BUTE Department of Construction Technology & Management / Engineering Programs In English / 2000- Dr. Zoltán András Vattai

0 50 0 5

5 95 0 9

8 158 0 15

5 0 7

11 170

7 12

8 1 13

3.3 Identifying (dominance-) types of critical activities

SS1( )5 7

1711

+ -

+ + 0(F)

Type of dominance of critical activities (likely effect of modifying their duration

by one unit) is determined by the entering and leaving points (start or finish) of

related critical relations („arrows”) along „The Critical Path”.

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7

B

2

E

6

C

5

F

4

A

5

D

-FF2

FS-5SS3

SS0

SS3

FS0

FF2

-SF10

CR1

Construction Management – Decision Support / Network Techniques MPMCalculationExample-ForProjector.pdf

BUTE Department of Construction Technology & Management / Engineering Programs In English / 2000- Dr. Zoltán András Vattai

0 50 0 5

5 95 0 9

8 158 0 15

5 0 7

11 170

7 12

8 1 13

3.4 Restoring original relation: CR1

5 7

1711

+ -

+ + 0(F)

THE END

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7

B

2

E

6

C

5

F

4

A

5

D

-FF2

FS-5SS3

SS0

SS3

FS0

FF2

-SF10

CR1

Construction Management – Decision Support / Network Techniques MPMCalculationExample-ForProjector.pdf

BUTE Department of Construction Technology & Management / Engineering Programs In English / 2000- Dr. Zoltán András Vattai

5

5

0

0

9

9

5

5

7

7

5

5

15

15

8

8

17

17

11

11

12

13

7

8

Analogy (The Dual Problem): The Longest Path in a Weighted DiGraph

AS AF

4

- 4

7BS BF

- 7CS CF

6

- 6

DS DF

5

- 5 - 2ES EF

2 5FS FF

- 5

0-2

0 2

-5 -10

1 1

3

3

|LP(DS,CF)| = 5+0+4-2-2+3+7+2 = 17 |L(CF,FS,FF,BS,BF)| = -10+5-5+7+2 = -1 ≤ 0