5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration. Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS) relationship with zero lag/lead time unless otherwise shown. A << 3 SS. lag = 4 FF, lag = 8 36 B 8 lag = 2 D F 11 01 H 9 SS, 15 5 lag = 10 lag = 1 E 7 -∞ I 8 SS. lag = 9 FF, lag = 4 K 6 5 LS 53 M Link Lag - ES EF ID. Dur. LS LF TF/FF
5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration. Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS) relationship with zero lag/lead time unless otherwise shown. A << 3 SS. lag = 4 FF, lag = 8 36 B 8 lag = 2 D F 11 01 H 9 SS, 15 5 lag = 10 lag = 1 E 7 -∞ I 8 SS. lag = 9 FF, lag = 4 K 6 5 LS 53 M Link Lag - ES EF ID. Dur. LS LF TF/FF
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter16: Budget Estimating
Section: Chapter Questions
Problem 4RQ: Prepare a typical bay estimate based on the following information: a. Bay size of 350 feet and a...
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