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No to copy paste please. need it for my essay.

Assignment No.4 Due Date: Next lecture wk Question: Describe in detail the use of GIS in Land use suitability analysis in Urban Planning. 18 / 19

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Module3 Part1 Feb 23 2021.docx Word Murtada Alrubaie File Home Insert Draw Design Layout References Mailings Review View Developer Help EndNote X7 O Tell me what you want to do & Share REC Select Draw with Eraser Add Ink to Ink to Drawing Touch Pen Shape Math Canvas Tools Pens Convert Insert DI 1 I 2 3 4 S 6.I 7. S 9 10 Univety ofEM *HW to be submitted today before 12:00 AM Felb 23 Determine (T,C) 750N O AB= the member (2 ーN(T) 30 BCこ forces 5 m with their AC- NC) ty pe co) ord T) II (a) Murtada Alrubaie's screen +

NOTE: FLUX Q FOR WEEK 2 A. -0.0998 cm/day B. -0.9098 cm/day C. -0.0899 cm/day D. -0.8099 cm/day

Answer 5 and 6 both.

Picture of a construction site and try to spot dangerous conditions present in it. explanation on a word/text. ASAP (Construction Occupational Safety and Health

Define the following (300-500 words each) ITEM DESCRIPTION 1.Depth-Area Relationship   2.Maximum Depth-Area Duration Curve   3.Intensity Duration Frequency relationship

Content O Pearson MyLab and Mastering x E MasteringEngineering Masterin x + -> A session.masteringengineering.com/myct/itemView?assignmentProblemID=12846541&offset3Dnext Apps 3 Apple Disney ESPN 6 Yahoo! Bing Google O Yahoo S Imported From Sa. 国 Assignment 8 (Chapters 9 and 10) undamental Problem 9.20 4 Part A Determine the magnitude of the hydrostatic force acting on gate AB, which has a width of 3 m. Water has a density of p = 1 Mg/m. (Figure 1) Express your answer to three significant figures and include the appropriate units. HA FR= Value Units Figure 1 of 1 Submit Request Answer Provide Feedback 3 m 2 m MacBook

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Explain briefly how did we get s=sP-sFD

DEFINE WATER RESOURCES PLANNING (in your own understanding/150-200 words)

(H1) Working at Heights [Mind map]. (Course: English). Video Link: https://youtu.be/bzv9xSQkzFc -Watch the short video and make your own mind map with information relevant to the video. -You can make it on paper then take a picture or on word (doc) file. Thank you.

Content NWP Assessment Builder NWP Assessment Player U X O (353) how to compute for b Answered: A load P is sup education.wiley.com/was/ui/v2/assessment-player/index.html * Shimano Deore M6. PII: 0261-3069(92)9.. e Assessment 2 Question 6 of 10 -/ 10 The copper pipe [G = 8,000 ksi] has an outside diameter of 3.125 in. and a wall thickness of 0.125 in. The pipe is subjected to a uniformly distributed torque of t = 80 lb-ft/ft along its entire length. Using a = 2.5 ft, b = 4.0 ft, and c = 7.0 ft, determine (a) the maximum shear stress in the pipe. (b) the rotation angle oc at the free end of the shaft. Answers: (a) Tmax i ksi (b) pc = rad eTextbook and Media Savetnctater Attempts: 0 of 3 used Submit Answer

Comment on the relationship between the depth of the center of pressure and the depth of immersion.

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Provide a brief technical memo for eachphoto. You can explain some possible technical issuesor some technical recommanadtions to improveconstruction techniques

V:19 5 locs.google.com Q * Required Untitled Section The level of the floor is (10m) and the staff reading on the floor is (1.505m). If the inverted staff reading against roof is (1.795 m) , the floor level below the slab is * Your answer Back Next Never submit passwords through Google Forms. This form was created inside of University of Babylon. Report Abuse Google Forms

AutoSave Geotec 2 - Assessment 2 (2022 S2) C... P Search (Alt+Q) ff Gourav Rana GR File Home Insert Draw Design Layout References Mailings Review View Help P Comments B Share X Cut O Find Calibri v 12 - A A Aa v AaBbCcDd AaBbCcD AaBbCcDd AaBbCcDd AaBbCcDd AaBbCcl a-v LE Copy Replace Paste В I U v ab x, x A • v A v 1 Normal 1 Body Text 1 List Para.. I No Spac. 1 Table Pa. T Heading 1 - Dictate Sensitivity Editor Reuse Format Painter A Select v Files Clipboard Font Paragraph Styles Editing Voice Sensitivity Editor Reuse Files 5. Calculate the earth pressures along both sides of retaining wall in Figure 3 and calculate the forces and moments on it and comment on its stability (your comments should be backed up with calculations, height of the wall is 6m, thickness of the soil layer on the left-hand side (passive side) 4° p = 1800 kg/m3 0 = 30° p = 1800 kg/m3 0 = 30° Figure 3 Page 3 of 4 494 words English (United States) Text Predictions: On * Accessibility: Investigate D. Focus 100% ENG…

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Discuss site investigation that should include the sequences of site investigation, costs of site investigation and terrain classifications. (300 - 500 words)

Question#1: Make a proposal on PowerPoint comprising only 6 slides. It should include all the important parts of a proposal. Select any topic you like(which is related to civil engineering). Note# Honorable expert teacher kindly give the answer of Q#1 in ppt slide form or take screenshoot from ppt file(after making ppt file)  as soon as possible, its urgent for today..i will be very thankful to u for this kind favor. Course; is TECHNICAL REPORT WRITING & ITS PRESENTATION...( Department; Civil engineering department )

Part C is the only one I need worked out.  Thanks!

What are your major takeaways for our topics Geotechnical Engineering. Write at least 5. Make it short and direct to the point.

NOTE: VOLUME OF WATER THAT PASSED THE LAYER BETWEEN 0.5 m AND 0.8 m Choices: A. 25,110 cu. m B. 21,510 cu. m C. 20,511 cu. m D. 25,011 cu. m

Make a quick isometric sketch from the given views. No need to scale. Se Se 2012 What to use: Pen & Letter Size Paper (or Isometric Grid/Dotted/Grid Paper) Home Announcements Scan and submit decently in Picture Format with NAME / SECTION / DATE Account BigBlueButton Modules Drihboant Assignments Discissions Courses Quizzes Groups Chat Grades Calendar Sylatus Peaple TOT MEW Inbox TIP. Students Health Stutus Survty as of Jaary 12. 20z2 History TAP QC STUDENTS SURVEY FOR LIMITED FACE TO FACE Help WorCud Sunvey FRONT MEW RICHT EDE IEW

File insert Draw Design Transitions Animations Slide Show Record Review Home Viee 26 43, 27 C/ Exercise, 120 28 29 C 250 KN 33 44 CY 35 C Draw 37 C 38 F 39 40 41 UIU GUGUS

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