civi-341-assignment02-copy

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

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

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IL. « vjm-oniv-tuv allpolaall CTrussdoox - Word Pertectit 3 O Tell me what you want to do lelerences Mailings Review View Help Grammarly Foit PDF AaBbCcod AsBbCcDd AaBbC AaBbCct AaB AaBbCcD AoBbo 1 Normal 1 No Spac. Heading 1 Heading 2 Aa Title Subtitle Subtle Paragraph Shles 2 3 4 S 7 ANALYSIS OF TRUSS in A Example: Determine the forces in each member of the truss shown in the figure and indicate whether the member is in tension or compression. |lo0 ** 50 kN %23 Notes : 09:17 260 MB FS: Zoom In/Out Ctrl F10: Pause/Resume تتم مشاركة العرض من قبل Firas. ...

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

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

▪▪▪ Chrome File Edit View History Bookmarks Profiles Tab Window Help 50% DE520 X Micros X Typical X Section X Layout X how to x E Axial S x Answe × b Answer x Answe X с moodle.unitec.ac.nz/pluginfile.php/321615/mod_resource/content/16/DE5201%20Structures%201%20Assign%202%202022%20Quiz%20version.pdf Apps (5) YouTube (1) Facebook Course: ENGGDE... DE5201 Structures 1 Assign 2 2022 Quiz version.pdf 5 / 8 100% + | Question 1 2 For the truss shown below disregarding the weight of the structure: 20 kN !!! SVE bonding dood back 3 4 off 01 5 then MAY 30 45⁰ All vertical members 1.5 m long All horizontal members 3.0 m long not to scale a (a) Calculate the left and right support reactions for the truss. For the left hand side reaction, provide the magnitude and direction of the horizontal and vertical components. (b) Using the method of joints or method of sections, calculate the forces in the members a, b, c, d, e, f, and g. For non-zero forces, state tension or compression for each member. W…

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HOME * V ard G PAGE 3 OF 3 H 0 1 A- INSERT DESIGN Times New Roman B I U abc IM Y X = PAGE LAYOUT 602 WORDS IC Type here to search -12 X₂ T REFERENCES A 2 TRY QUESTIONS-L400 [Compatibility Model - Word (Product Activation Failed) A Aa- A x AẠ. = = = 3.5 30 MAILINGS O REVIEW VIEW 5 21 E-E-5 € E ALT GRAMMARLY Paragraph SM 6.5 10 Font a) Why is transportation considered as a derived demand? b) A base year trip-generation study obtained the data shown below relating to the daily person-trip productions per dwelling unit (Y) and residential density (X dwelling units per acre). P3 IM WE G Cade AaBbCcDx AaBbCcD. AaBbC 1 Normal 1 No Spac... Heading 1. P i) Calibrate and plot the relationship Y= (a + bX)-¹ ii) Using the calibrated model, solve the following problems: A residential zone A has an area of 500 acres and contains 7500 dwelling units. Two zones B and C are competing for the trips produced in A. Given the following information, calculate the trip interchange volumes QAB and QAC IF WAB=…

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I need the answer as soon as possible

Engineering mechanics 1.pdf (SECURED) - Fox View Form Protect Share Connect Help O Tell me what you warn Q 162.67% Rotate Left TI T Lnk A File Attachmer A Bookmark Image Annota T Reflow Typewriter Highlight E Rotate Right O Audio & Video View Comment Links Insert Engineering mechanic... Engineering mechanics... Problem 2/7 hanic... Engineering mechanic... 2/8 Determine the resultant R of the two forces shown by (a) applying the parallelogram rule for vector addition and (b) summing scalar components. 600 N 2/1 400 N 60 Problem 2/8 2/9 To satisfy design limitations it is necessary to deter- mine the effect of the 2-kN tension in the cable on the shear, tension, and bending of the fixed I-beam. For this purpose replace this force by its equivalent of two forces at A, F, parallel and F, perpendicular to the haam Datarmine F and F 11 1 26 / 30

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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

+ Google das x Machine design - و واجب تصعية.pdf كيفية حساب نسلك لوحة مستطيلة x تصميم عناصر الهاكنة1 ثالث م x x Machine Design - Eng. C:/Users/MI/Desktop/i20%als-pdf LCD Custom Charac. O Share | Home Page O B الفصول الدراسية تحويل JPG إلى .- PDF YouTube Gmail M 100% 3/ 2 واجب تصمیم.pdf 4.6 The stresses induced at a critical point in a machine component made of steel 45C8 (S = 380 N/mm?) are as follows: ;= 100 N/mm? 0,=40 N/mm? Ty= 80 N/mm? Calculate the factor of safety by (i) the maximum normal stress theory, (ii) the maximum shear stress theory, and (iii) the distortion energy theory. [(i) 2.44 (ii) 2.22 (iii) 2.32] 09:43 AR

Both answer required 2 subpart question

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Assessment Details and Informat WP NWP Assessment Builder UI Appl x WP NWP Assessment Player UI Appli x + A education.wiley.com/was/ui/v2/assessment-player/index.html?launchld=976e1b4d-00fd-478f-90e4-65cfc7f564eb#/question/4 e M1 Removal Exam for CE O 58: 29 Question 5 of 5 -/ 20 > View Policies Current Attempt in Progress Construct the shear-force diagram and identify the largest negative shear force. Assume a = 5.3 ft, b = 10.6 ft, c = 21.2 ft, w = 1060 Ib/ft, and P = 2600 lb. A B C D a b Answer: Vmin = i Ib Save for Later Attempts: 0 of 1 used Submit Answer 4:01 pm e Type here to search ENG 13/04/2022 19 ... ... II

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Assessment Details and Informat WP NWP Assessment Builder UI Appl x WP NWP Assessment Player UI Appli x + A education.wiley.com/was/ui/v2/assessment-player/index.html?launchld=976e1b4d-00fd-478f-90e4-65cfc7f564eb#/question/0 e M1 Removal Exam for CE Ö 59: 25 Question 1 of 5 -/ 20 > View Policies Current Attempt in Progress The solid 1.05-in.-diameter rod is subjected to a uniform axial distributed loading along its length of w = 975 lb/ft. Two concentrated loads also act on the rod: P= 1900 lb and Q = 500 lb. Assume a = 21 in. and b = 42 in. Determine the normal stress in the rod at the following locations: (a) x = 14 in. (b) x = 42 in. → → → A В a Answer: Ox=14in. i psi Ox=42in. psi Save for Later Attempts: 0 of 1 used Submit Answer 4:00 pm e Type here to search ENG 13/04/2022 19 ... ... II

Assessment Details and Informat WP NWP Assessment Builder UI Appl x WP NWP Assessment Player UI Appli x + A education.wiley.com/was/ui/v2/assessment-player/index.html?launchld=976e1b4d-00fd-478f-90e4-65cfc7f564eb#/question/2 e M1 Removal Exam for CE O 58 : 58 Question 3 of 5 -/ 20 > View Policies Current Attempt in Progress A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 580 mm2. If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 13 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 4 m, b = 2.4 m, and c = 5.2 m. (1) B a Answer: P = i kN Save for Later Attempts: 0 of 1 used Submit Answer 4:01 pm e Type here to search ENG 13/04/2022 19 ... ...

Review // A Living Leg X 6 connections_viii_2017.pdf M (no subject) - hlimiahad@gmail.c x Expiration=16458228000008X-Blackboard-Signature=DBMVN6V%2Fq8ET1Zai1nw0oS6UVCTVCZCnyM Zombs Royale - 10.. in LinkedIn: Log In or. Now You Know | TV. M Gmail O YouTube 4 / 5 100% 3. A circular steel bar with cross sectional area of 4 in is loaded as shown. a) Compute the shear and tensile stresses at plane X-X when 0= 30°. b) Indicate at which angle(s) shear stress is maximum. © Also, calculate the maximum compression stress and indicate the angle at which this maximum compression stress occurs. 10,000 lb 10,000 lb

Document1 - Word Jhovel Alcantara JA 困 Design Layout Tell me what you want to do 요 Share File Home Insert Draw References Mailings Review View Help 는 Breaks▼ Indent Spacing 는 Align- D Line Numbers Left: lo cm E Before: 0 pt Ei Group Margins Orientation Size Columns Position Wrap Selection Bring Text Forward - Backward v Send bề Hyphenation EE Right: 0 cm = After: 8 pt Pane 2 Rotate Page Setup Paragraph Arrange A catchment of area 200km is subjected to a storm with the following profile Time (hr) 3 6 12 15 18 21 24 Rain (mm) 16.5 48.0 20.0 12.8 9.1 5.5 3.1 1.2 If the volume of storm surface runoff is 1.6×10' m²¸ estimate the & index (in mm/hr) (neglect the effect of ET). O A. 7.71 mm/hr B. 1.77mm/hr O C. 1.71 mm/hr D. 7.11 mm/hr Page 1 of 1 O words English (Philippines) G Accessibility: Investigate 100% 32°C ENG 3:42 PM Cloudy US 3/15/2022

Please explain the photo attached, asap  plea

Identify the parts of the autocad user interface.

Im not sure of my answer thats why am asking for help, thanks a lot bartleby. Worth it to buy.

SUBJ: Civil Engineering Can you help me digitize this floor layout? We need to make it a digital copy since we need to present it. if possible make this look more like a blueprint.