If you can help me with part b id greatly appreciate it, answer is not 10.77,10.72, 12.08, or 0.05. Thanks, will rate if answered within next couple hours. ### Differential Leveling Circuit Calculation#### ContextA differential leveling circuit began on BM Hydrant with an orthometric height of 5869.31 ft and closed on BM Rock with an orthometric height of 5880.03 ft. The plus sight and minus sight distances were approximately equal.#### Readings- BM Hydrant: 4.28 (+S), 5.59 (−S), 10.83 (+S)- TP1: 8.06 (−S), 12.21 (+S)- BM1: 8.91 (−S), 7.57 (+S)- BM2: 5.14 (−S), 9.01 (+S)- TP2: 5.43 (−S)- BM RockPrepare, check, and adjust these notes for accuracy.#### Part A: Plus and Minus Adjustments- **Task**: Determine the Plus and Minus adjustments.- **Input**: Enter your answers in feet, separated by a comma, to two decimal places.- **Solution**: The adjustments are 43.90 ft for Plus and 33.13 ft for Minus.- **Result**: Correct#### Part B: Page Check- **Task**: Determine the page check to ensure consistency of measurements.- **Input**: Enter the result in feet to two decimal places.- **Solution**: The page check input is 12.08 ft.- **Result**: Incorrect, three attempts remaining. Make sure to double-check calculations and adjust as necessary for consistent and accurate leveling results.

BM Hydrant BM Rock =5880.03 ftReadings (in feet) given in the order taken are,4.28 (+S) on BM…

A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 4.28 (+S) on BM Hydrant, 5.59 (-S) and 10.83 (+S) on TP1, 8.06 (-S) and 12.21 (+S) on BM 1 8.91 (-S) and 7.57 (+S) on BM 2, 5.14 (-S) and 9.01 (+S) on TP2, and 5.43 (-S) on BM Rock. Prepare, check, and adjust the notes. ▼ ▾ Part A Determine the Plus and Minus adjustments. Express your answers in feet to two decimal places separated by a comma. Plus, Minus = 43.90,33.13 ft Submit Previous Answers ✓ Correct Part B Determine the page check. Express your answer in feet to two decimal places. Page check = 12.08 Avec Submit Previous Answers Request Answer * Incorrect; Try Again; 3 attempts remaining ? ft Review

A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 4.28 (+S) on BM Hydrant, 5.59 (-S) and 10.83 (+S) on TP1, 8.06 (-S) and 12.21 (+S) on BM 1 8.91 (-S) and 7.57 (+S) on BM 2, 5.14 (-S) and 9.01 (+S) on TP2, and 5.43 (-S) on BM Rock. Prepare, check, and adjust the notes. ▼ ▾ Part A Determine the Plus and Minus adjustments. Express your answers in feet to two decimal places separated by a comma. Plus, Minus = 43.90,33.13 ft Submit Previous Answers ✓ Correct Part B Determine the page check. Express your answer in feet to two decimal places. Page check = 12.08 Avec Submit Previous Answers Request Answer * Incorrect; Try Again; 3 attempts remaining ? ft Review

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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Similar questions

Using the activity list below and any appropriate drawing tool, create a complete network diagram using the precedence method showing Activity, Duration, ES, EF, LS, LF and Slack per activity: ACTIVITY A B C D E F G H DURATION 5 12 20 15 15 30 12 8 PREDECESSOR A B B B C, D E, F G
SET A ACTIVITY (NODES) IMMEDIATE DURATION (DAYS) A 20 10 A 15 15 26 15 40 50 H 20 E,G,H 6. K 12 FIND: 1. DRAW THE ACTIVITIES USING ARROW NETWORK. 2. CALCULATE AND DRAW THE CRITICAL PATH, EARLIEST START, EARLIEST FINISH, LATEST START, LATEST FINISH, AND ACTIVITY SLACK. 3. TABULATE NODES (ACTIVITIES), DURATION, ES, LS, AND SLACK
The project schedule is shown below. Illustrate and do the Forward & Backward pass and answer the ff: ACTIVITY PPREDECESSOR DURATION (days) A 5 B A 8 B B C D E F U D, E G F How many days is the project's duration? Select the correct response. 33days 29days 25days None of the choices 63 72 1
SITUATION 21: The activities, duration and cost under normal and accelerated conditions for a network diagram are shown below. ACTIVITY NODE Duration, Days Costs, Pesos Normal Accelerated Normal Accelerated A 1-2 10 7 3000 3450 2-4 8 6 2600 3400 1-3 6 6 2000 2000 3-5 12 11 4800 5100 2-5 13 10 3900 4500 F 4-5 24 3 2400 2700 G 5-6 2 2 1800 1800 64. Determine the normal duration of the project... a. 20 b. 25 c. 23 d. 22 65. Determine the critical path of the network a. a-e-g b. c-d-g c. a-b-c-d-g d. a-b-f-g 66. Determine the normal cost a. 22950 b. 20500 c. 22250 d. 22550 TMOSBY B с D E -
Example (1) In the following example, there is a group of activities. Find the following using the network diagram method R 6 I 5 H 5 B, critical path, CP, A, G 4 F 3 E.D (A.O.A): time required to complete the project. C B 5 2 3 5 R R H.I G F F,G G A 4 C,F B,D,E Effectiveness Duration (week) Subsequent effectiveness
ACTIVITY (NODES) IMMEDIATE DURATION (DAYS) A 25 15 A 20 D 20 31 A 17 43 D, E 55 A 25 J 10 K F,I,.G,J 15 FIND: 1. DRAW THE ACTIVITIES USING ARROW NETWORK. 2. CALCULATE AND DRAW THE CRITICAL PATH, EARLIEST START, EARLIEST FINISH, LATEST START, LATEST FINISH, AND ACTIVITY SLACK. 3. TABULATE NODES (ACTIVITIES), DURATION, ES, LS, AND SLACK
Q2) A precedence diagram network is shown below. The To, Tm, Tp durations are shown for each activity. What is the probability (in percent) of completing the project in 7O days? F 15, 20, 25 9, 13, 20 20, 26, 33 H. 2,4,6 5, 6, 7 E G 15, 18, 28 19, 22, 26 10, 17, 26
The AON (activity on node) scheduling network diagram and associated data are given below. As part of the time-cost tradeoff process, which activity(s) would you shorten to reduce the project duration by one time unit? What is the total project direct cost with the reduced project duration?
CPM PERT probl
This is an engineering project management question
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2. If an activity whose normal duration is 15 days can be shortened to 10 days for an added cost of $2,000, what is the crash time and crash cost per day? Select one: a. 10 days; $400 b. 10 days; $2,000 c. 5 days; $10,000 d. 10 days; $20,000 e. 5 days; $400