CIE327hw2

O Messenger y Home / Twitter O (11 YouTube X BE Animals cwg mod: x 3 kssanime.nz O 3. MECH2 (Streng O Strength_of_Mater x M Inbox (13) - yranic x i 3.amazonaws.com/s3.edu20.org/files/6218893/Strength_of_Materials_Exercise_2.pdf?X Amz Algorithm-AWSA-HMAC SHA256&X Amz Credential-ASIAXGYUYJYULTXBSO7O%2F20201012%2Fus. Exercise 2: 1. Determine the support reactions at point A and B and member forces AC, AD, BC, BD, CD for the figure below; P= 10 kN 2P b= 10 m c/2 3:11 PM P Type here to search 10/12/2020

What are all of the zero forces?

Exercise 2 effective stress in situ byg504 autumn 21 mo copy - Sist lagret av bruker - Lagret i denne PC-en - Oppsett Referanser Masseutsendelser Se gjennom Visning Hjelp PSak - AaBbCcDc AaBbCcDc AaBbC AaBbCcl A aB AaBbCcD 1 Normal 1 Ingen m. Overskrift 1 Overskrift 2 -14 - A A Aav A E-E-E- E E AL * Erstatt Tittel Undertittel x, x A - D. A- E==E A Velg- Stiler Redigerin Skrift Avsnitt 7.12 Piot the distribution of total stress, effective stress, and pore- water pressure with depth for the soil profile shown in Figure P712. Neglect capillary action and pore air pressure. 4.5 m .e = 0.7, S = 0.85 GWL 5 m w = 28% FIGURE P7.12 7.13 If the groundwater in problem 712 were (a) to rise to the surface, (b) to rise 2 m above the surface, and (c) to rap- anniaj 8 Internal Normal Tilgjengelighet Undersak Gjenopprettet

32 kN 24 kN H 57 kN 3 m F 16 kN 5 m 7 kN 8 m В 17 kN 2 m E G 24 kN 5 m 3 m 3 m 8 m 8 m 5 m 2 m 2 m

70. @ O A: * Asiacell Iı. Jpd'bbb University of Wasit College of Engineering Civil Eng. Depart. \ First Stage Subject: Mathematics Date: 13/3/2021 Time: 8:30- 10:00 AM. fourth examination Lecturers: Lect. Hiba D. Saleem 2020 - 2021 Academic Year Find for the following function: dx 1- y = log2 cosh(2x) 2- y = e(x*+1) 3- xy + x²y = 3 at x = 1 4- y = 2sec(tanx?) 5- y = cos-(

HW #4.pdf -> The Univenity of Dyala College of Engineerng Department of C Engineering Course: Engineering Mechanics i CE 101 Instructor: Dr Assal Hussein Homework #4 Replace the loading system by an equivalent resultant force and couple moment acting at point A 30N 00N 300 N 300Nm 075 m 10.75 m075 mT075 m II

b My Questions | bartleby M Inbox (1) - 2191916@bcu.ec x A PRELIM EXAM f Facebook G If force F is to have a compc X G Three coplanar concurrent + i classroom.google.com/c/Mzc4MzgwMTc4NjMw/a/Mzk10DkzNzUxNzQw/details Three coplanar concurrent forces are acting on the eye bolt shown. (a) If F1= 600 N and o = 30°, determine the magnitude of the resultant force and its direction measured from the x-axis. (b) If the magnitude of the resultant 3. %3D force is 600 N and its direction is 0 = 30° measured clockwise from the x-axis, determine the magnitude of F1 and the angle d. F1 X 60 F:= 500 N F3= 450 N 3:07 pm O Type here to search 31°C Light rain ^ O a ENG 17/09/2021 (1 ...

Exercise 2 effective stress in situ byg504 autumn 21 mu copy Se gjennom Visning Hjelp Bildeformat Releranser Masseutsendelser OSøk AaBbCcDc AaBbCcDc AaBbC AaBbCcl Aaß AaBbccC Undertittel A Aa A E E AL T E Erst- - v - v - 1 Normal TIngen m. Overskrift 1 Overskrift 2 Tittel A Velg A- D. A 三三三|、 ,▼ Rediger Stiler Avsnitt 5. For the seepage situations shown in Figure 2, determine the effective normal stress on positions at middle level of soil (as shown as X-x) in cases (1) and (2). B.) If the upper container is raised one meter, whereas the lower container is lowed one meter in case (1), how the effective stress is changing at level x-X. (The saturated unit weight of the soil is assumed 20 kN/m³) 2m (2) Figure for question 5 temal Normal Tilgjengelighet Underssk Gjenopprettet 16°C Fc F4 F5 F6

In the given figure on page 5 (Figure 2: Truss Elements) what are the part/s of the truss that are under strut or tie. TIE STRUT

Please help me solve the question in the picture below

Please explain every detail to me on how they get the 45 that I encircled in a blue pen. Thank you so much! I'll rate your answer.

Identify all ZERO force members

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• U O 1 11:EA 2 52940180324047... Page3 Engineering Mechanics: Staties (E13) First Semester, Finst year, Academic yeur 2020-2021 Depanment of Civil Enginoering Instructor: Dr. Murtada Abass Cnllege of Enginenring Assignment Due date: Univenity of Minun February 27,2021 at 11:30 AM Q4: Determine the reactions at the supports A and B shown in the Figure Below due to the applied forces for the following cases: A) Neglect the weight of the beam. B) Consider the weight of the beam which is 50 N and located at the center of the beam (3.5 m from A) 600 N 200 N 02 m 45° 3 m 2 m 100 N Page4 Mechanies Staties (ET13) dester, First year, Academic yeur 2020-2021 it of Civil Enginoering Instructor Dr. Mutada Abass Assignment Due date: College of Engineering Univenity of Mfisan February 27,2021 at 11:30 AM Q5: Determine the reactions at the supports A and B for the Figure shown below.

Exercise 3 Hydraulic conductivity & stress. Yonas T Oppsett Referanser Se gjennom Visning Masseutsendelser Hjelp - A A Aa A E- E-EE E AL T OSøk - AaBbCcI AaBbCcl AaBbC AaBbCcl AaB AaBbCc e Erstatt x' A D. A- T Normal T Ingen m. Overskrift 1 Overskrift 2 Undertittel Tittel A Velg - krift Avsnitt Stiler Redigering | St 3. Repetition on Mohr-Circle: A soil element is shown in Figure 3 and 4, Determine the following: a) Maximum and minimum principal stresses b) Normal and shear stresses on plane AB 85 kN/m2 25 kN/m2 26 kN/m2 8 kN/m2 + B 45 kN/m? 25 kN/m2 17AN/m 40 A 8 kN/m? 45 Figure 3 Figure 4 C Fok E InternalNormal y Tilgjengelighet: Undersøk 11°C F9 F10 F11 F12 F8 F3 F4 F5 F6 F7

O https://education.wiley.com/was/ui/v2/assessment-player/index.html?launchld Bblaeld2-da0f-45cc-06da-15b03aae09ct*/question/14 Module 3 Summative Assessment (MEC103,ME) O 15:48 Question 15 of 15 -/5 E Current Attempt in Progress For the loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the cantilever beam, (b) the deflection at the free end, and (c) the slope at the free end. Assume that El is constant for the beam. Let Mo = 70 kN-m, L = 3.0 m, E = 195 GPa, and I = 125 x 106 mm. Mo Answer: m (b) VB =i (c) OB = rad Attempts: 0 of 1 used Submit Answer Save for Later 244 PM in 30°C 4 do 10/21/2021

Finals: Assessment 2 - Code P08 x W Messenger 6 General > (44) Beams - 14 - Shear Forces in x + i usl-tuguegarao.neolms.com/student_take_quiz_assignment/display/18987587?part=1&results=203335854 Code P08 - Mechanics of Deformable Bodies Ferdinand II Carag Finals: Assessment 2 Item 1 of 1 10 Points Status Start O Time left: 26:30 Given the figure below, answer the following questions: O Pop up instructions Assessments 1. What is the maximum shear? Items 2. What is the moment at 1m from point D? Teachers 3. What is the equation of moment for segment BC? Item 1 4. What is the equation of shear for segment CD? End of quiz Students 10 kN/m Forums 7 kN/m 4 kN/m Portfolio Shortcuts 1m 2m 2m USL Library Select the correct response(s): Get Help -2x2+16x+1.5 16-4x -3. 5x2+19x-15. 11:34 AM 0 Type here to search 12/17/2020 ...

Pwater = 1000 kg/m3 • g = 9.81 m/s? • di=24 mm • d2=16 mm • L=59 cm W=49 cm Results: Page - - prepared by : Assistant Lecturer Mr. Omar M. yousif Northern Technical University Technical college of Engineering / Mosul Engineering Mechanics (ID(second year) einneah titun Time Quctual(Vmin) Ah Qtr Qact. CD h, (m³/s) H 1 60 s 6 cm 1 21 2 60 s 10 m 2 24 3 4 5 Discussion: 1) Calculate theoretical flow rate.

How did they solve the F(cd)

Shear and Moment of the Beam using Cutting of a plane (Step-by-step solution)

ANSWER ASAP Calculate the force in member AG

Where I am Wrong?

*On the drawing attached, apply a runout requirement to make the left face perpendicular to the datum axis within 0.2 total. *On the drawing, apply a runout requirement to make the circular elements of the right face perpendicular within 0.2 total. *What is the technical difference between the runout specifications on the two faces?

er Engineers: El X dXGr5FXCENdllpHQzzLvM_oCLpBbBinmD4RvO_nqWeFros9A/formResponse Solve for the Center of Gravity of the figure below. 4 cm 1 cm 4 cm 2 cm 1 cm 1.5 cm 1cm From the Origin, X = 1 cm 1.5 cm 2 cm 2.5 cm Other: Clear selection 20

; د زينب علي شلاكة. . . . Lingineerng Mechanica Statice Fis Semunter, Fust yeur. Aadee ye 2-202 Depamient of Civil nginnering College of Engineering Tnivenity of Mian Cune lisk on Mondle Mid-term Examination of El13 1" vear Tsstractor: Dr. Murtada Ahass Date: March 5, 2021 2020-2021 Answer one question only which is assigned • Your Question is assigned via Moodle in Quizzes Section Your answer to the question will be submitted vin Zoom Time: 20 Minutes you only Question: Determine the moment around point O for the given Figure. BON VON زينب على شلاکه 32 ISN Pagei2

E=200,000 mpa ty= 250 mpa A = 3929 mm² ty = 12.7 mm Ix = 53.7 x 10mm¹ x = 117 mm Propertia of Channel Section d = 305 mm t₂ = 72 mm Properties of W 460 x 74 A = 9450 mm² bf <= 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm CIVIL Compute Areo, Ix and Iy. ly=1.61 x 10mm x = 17.7 mm d = 457 mm tr = 14.5 mm Ix=333 x 10 mm ly = 16.6 x 10mm* ENGINEERING STEEL 7.21 457 I DESIGN

Select any zero force members from the list below. E 30' D C 30' 30 kips A B 40' 40' 40' BF ВС AF DE CD АВ СЕ EF

Complete the table

Find the magnitude in all the member forces.

Find: 1.) R in lbf 2.) Unit vector of R

From the figure shown, the thickness, t of a permeable soil layer is 1.3 m making an angle, Ø = 10.9° with the horizontal. K=4.48x102 cm/sec, e=0.77. Horizontal distance between two piezometers, H = 32 m. Difference in Compute the hydraulic gradient, i head, h = 1m. Compute the discharge velocity, v in m/hr. Compute the flow rate in m?/hr/m. Compute the porosity of the soil in %. Compute the seepage velocity in m/hr Picture saved, Tap to view 2 II II II II

Yi.A 89 uare Pooting of ix mis Loca ted of Ixl M M ig Loc ceted at ** a deP th 1-5m below the ground Surfacs The 8oil properties are: :c'-0 ,Ø= 40,8=16.7ka %3D Ysat= 20 XNlm3, U8mg meyerhofs bearmg capacity %3D equa tions calculats the uItimaate bearing Capacity a) The water table ig well below The foun dation Level b) The Water table is at The growmd Sur face

Civil Engineering Determine SFD and BMD Hinge Hinge 10 k 4 k/ft 4 k/ft D B 100 k-ft 6 k/ft 10 k + 3 + o +4 + 6 6 そ そs tsts tot 48 k Figure 4 c

A Save SkN af blied on 1od dcirular dectional Detrimine atress areag Smm².