The figure shows a network diagram for a construction project. The activities A, B, C, D, E, and F are represented by arrows and their durations are in the figure. The total float available for the activity E in day(s) is equal to ......... (round off to the nearest integer).
Calculation of Total Float for Activity E:
- Given Data:
- Duration of Activity E = 4 days.
- Earliest Start Time (EST) of E = 8 (calculated from the preceding activities).
- Latest Finish Time (LFT) of E = 13 (same as the LST of the succeeding activity).
Step 1: Calculate EFT (Earliest Finish Time)
\[ EFT = EST + \text{Duration} = 8 + 4 = 12 \] Step 2: Calculate LST (Latest Start Time)
\[ LST = LFT - \text{Duration} = 13 - 4 = 9 \] Step 3: Compute Total Float
\[ \text{Total Float} = LST - EST = 9 - 8 = 1 \] Final Answer:
The total float for **Activity E** is 1 day. ✅
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).
The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?