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.

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.

2 PM Sun 19 Feb Dr. Ammar T. Al-Sayegh Problem: 4 Name: T Page 6 Determine the magnitude and coordinate direction angles of the resultant force and sketch this vector on the coordinate system. C F₂= 250 N ID: 30% 60° HO 45° 60° +: 0 ENG202-Statics 95% F₁ = 350 N 9 / 12

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

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 -

Pls ans within 5 mins

Solve the support reactions of the following beams. Write the complete solution, each question on clean paper. Thanks again for helping me.

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

Given a truss system below analyse it using Graphical Method, (a) Determine the directions and values of the reactions (b) The types and magnitude of the forces in all the members Note: All dimensions are in meters. B 3.00 3.00 ய Necessary data: X (kN) 60 3.00- -30°

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

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

3

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°

Helping tags: Civil Engineering . . . . . WILL UPVOTE, just pls help me answer the questions and show complete solutions. Thanks!

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

Please asap

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

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

Please help me. I will give a thumbs up. Thank you! A 25 m long girder of a bridge is simply supported at the right end and at 3 m from the left end. It is subjected to a highway lane-load consisting of a uniformly distributed load and a concentrated load as follows: Uniformly distributed live load = 10.55 kN/m Concentrated load = 69 kN What is the maximum moment at the middle of the supports in kN-m?

Just Q5.2 please

Please answer all subparts. I will really upvote. Thanks

1- For the beam shown in the figure below: aReplace 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

Need right complete solution

Chapter 2, Problem 2/086 Five forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 6.8 kN and 8 = 20°. Point O is at the center of the I-beam. 2.4 kN - 630 mm 70 mm 2.2 kN T 350 mm 1.0 kN 1.4 kN Answer: y = mm the tolerance is +/-2% Click if you would like to Show Work for this question: Open Show Work