Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8 Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)

Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8 Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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