CIVE205 2022F - Assignment 4-

Instructions: Answer the following questions and provide a comprehensive solution that can be understand by a first year Civil Engineering Student. Situation 1: 2.5m B 2.5 m 400 N 1) Ay = 2) BH = 3) CH = 4) By= 5) Cv = 1.5 m- -2m- 1.5 m 2m 1.5 m -300 N -300 N Determine the horizontal and vertical components of force which the pins at A, B, and C exert on member ABC of the frame.

https://learn-u. Content Take Test: Tes. Join conversat. O Tes.. Join conversat. 17. Solve for Equilibrium, considering the concentrated load shown and the uniform weight of the beam w-20 #/ ft. 5000# R1 R2 8' 4 Chrome AAW MacBook Air 吕口 F3 F1 000 F2 F4 F7 @ $ 2 3

KINDLY SHOW THE FREE BODY DIAGRAM IN CLEAR EXPLANATION

Determine the force in DF, EF, and EG in the truss shown diagrammatically in the figure.

Engineering MechanicsCompute the force in each member of the Warren truss shown in Fig.

Problem 4. (9-10) The side girder shown in the photo supports the boạt and deck. An idealized model of this girder is shown in the figure, where it can be assumed A is a roller and B is a pin. Using a locale code, the anticipated deck loading transmitted to the girder is 6 kN/m. Wind exerts a resultant horizontal force of 4 kN as shown, and the mass of the boat that is supported by the girder is 23 Mg. The boat's mass center is at G. Determine the reactions at the supports. F1.60 m--1.80 m- -2 m- 6 kN/m 4 kN 0.30 m (a) 6 (3.80) = 22.8 kN 4 kN 0.30jm B, B -3.40m- -1.90m 10.10 m A, 23 (9.81) kN = 225.6 kN (b)

全Im A chegg.com EE = Chegg Study Find solutions for your homework engineering / mechanical engineering / mechanical engineering questions and answers / Det... Such That The ... Question: Determine The Length B Of The Triangular Load And Its Position A On The Beam Such Th... sk-156. Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is 8 kN m clockwise. 16 kN/m 2 kN/m This problem has been solved! See ancwer >

Determine the equivalent resultant force - couple with the resultant force acting at point O for the force system actinng on the beam shown.

Hello Sir,Good Afternoon.I have a question in my homework related structural statics lesson. The following below is my question. Please advice. Thank you so much Regards,Irfan "Any block that has more support than required then the beam is called a statically indeterminate block. Is that statement true ?"Please explain, thank you

Solution for #3 diagram

Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. The elevation of the end of the steel beam supported by a concrete floor is adjusted by means of the steel wedges Eand F. The base plate CD has been welded to the lower flange of the beam, and the end reaction (W) of the beam is known to be 19 kips. The coefficient of static friction is 0.30 between two steel surfaces and 0.60 between steel and concrete. Assume that the wedges are massless and that the coefficient of static friction between the brass surface and the steel is 0.3. B C D E F 12 If the horizontal motion of the beam is prevented by the force Q, determine the force P required to raise the beam. (You must provide an answer before moving on to the next part.) The force required to raise the beam is kips -

Mr. Pine lives on the 13th floor of the Xcel building in Denver. He has decided to extend his existing d1 ft deck (d1 = 3 ft) and add a swimming pool. To get approval for his pool, Mr. Pine must provide information to the building manager. He has hired you to provide: (1) the resultant of the distributed load f(x) lb (2) where the resultant acts relative to point A (3) the reactions at point A due to the addition (distributed load) Given: d2 = 33 ft and f(?) = 215x2 + 3749 lb with x measured from point A

Pls ans within 5 mins

structural theory

Topic : Resultant of Force Systems and Equlibrium (Engineering Mechanics)

2:01 l 43 classroom.google.com/l 8 ARIG Open with ▼ 20 QUIZ #3 - ET Michael Forton: 1:59 PM 100 points Due 5:15 PM. LQ.3. Given that L = 150 lb, (a) determine the force in bars GH, CH and HI. 5 panels at 4' L L L L E D C 3' 4' 3' 7' A F H 12' В SQ2-Q3-ET.png Image LQ3-Q3-ET.png Image +

Solve the following problems: 1. Determine the force in each bar of the truss shown in figure caused by lifting the 120 – lb load at constant velocity of 8 4. what change in these forces, if any, results from placing the roller support at D and the hinge support at A? 8 A 8. P 120-lb Paint X lite

The University of Dlyala Course: Engineering Mechanics! CE 101 College of Engineering Instructor : Dr Assal Hussein Department of Civil Engineering Homework #4 Replace the loading system by an equivalent resultant force and couple moment acting at point A. 3 100th 40 N 900 N 300 N 30N ZI0N m 300 N-m -3m 0,75 m 0,75 m 0.75 m 0.75 m 50N 150 lb

Hello Sir,Good NightI have a question in my homework related structural statics lesson. The following below is my question. Please advice. Thank you so much Regards,Irfan "For a beam whose load is distributed, the bending moment diagram will be in the form of a curved curve. Is that statement true? "Please explain

Determine the magnitude and direction of the horizontal and vertical force reaction at support E

How is Fmn (force of MN) equal to -350.06 N?

kindly answer this engineering mechanics statics problem with complete solution and graph, thank you so much

TP Quiz: Module 2 Quiz 8/quizzes/332866/take/questions/4602489 Question 4 3 pts 11 kN 9 kN 8 kN 2.4m 5.1m 3.7m 2.1m 13.3m Ax Ay By A beam has the following forces acting on it as shown. Support A is pin support (2 reactions) and support B is a roller support (1 reaction). Calculate the following: 1) By in kN 98% 26°C Partly cloua F10 F11 F12 Insert PriSc F5 F6 F7 F8 F9

What is the normal force at point A and the reaction at point B given thr static friction of 0.85?

9- What is support reaction force (kN) at support A? 20 kN 3m 1,5 m Bos birak 體 GSI

..ll.l? 10:39 AM A @ 52% QUIZ_1.pdf QUIZ #1 PROBLEM SOLVING: 1. The resultant of the 50-lb and 30-lb forces is R. If R = 65 lb, determine the angles a and B. R 50 lb 30 lb 2. Determine the resultant of the line load acting on the beam ABC. 1200 Ib/ft y 1700 Ib/ft 6 ft 8ft 3. The crate weighing 400 Ib is supported by three ropes concurrent at B. Find the forces in ropes AB and BC if P =460 Ib. 60° B ↑ 30°

1- For the beam shown in the figure below: a Replace the loading system with an equivalent resultant force and couple moment at point A. b) Replace the loading system with an equivalent resultant force and couple moment at point B. 650 N 30° 1500 Nm TH 300 N -3 m- -5 m- 500 N 60 -2 m

Draw the V & M diagrams. Is this beam at static equilibrium? Calculate the stress due to bending at point C and discuss it. 6m C : 10N/m 3m - B 10mm 71 10mm

urses MIME3 130 / 10. SECTION ASSESSMENTS Homework - Semester AY 2020 - 2021 Moving Forward A beam has a bending moment of 2 kN-m applied to a section with a hollow circular cross-section of external diameter 3.9 cm and internal diameter 2 cm. The modulus of elasticity for the material is 210 x 10° N/m2. Calculate the radius of curvature and maximum bending stress. Also, calculate the stress at the point at 0.8 cm from the neutral axis Solution: (i) The moment of inertia = ii) The radius of curvature is (iii) The maximum bending stress is iv) The bending stress at the point 0.8 cm from the neutral axis is

docs.google.com/forms Calculate the deflection at point C by using Unit Load Method for the beam below * 10kN 5kN/m lAc=4*105 mm4 8kN Ico=8*106 mm D A E=200MPA 2m 1 Add File For the floor beam system shown in the figure below, draw the I.L. for the reaction at C due to the shown locomotive. 20 kN 20 KN 10 kN gap (2 8 m 2 m B 8 m 4 m 1 Add File

2/79 SS Four people are attempting to move a stage plat- form across the floor. If they exert the horizontal forces shown, determine (a) the equivalent force-couple system at O and (b) the points on the x- and y-axes through which the line of action of the single resultant force R passes. 70 lb A B 45° 90 lb 80 lb 66" -88" PROBLEM 2/79 35 lb x