Qu 800N De lermine the direction aned S0ON magnitude of the resultant of the four 620N the forces shown. 3. 420 N

Q: F46. Determine the moment of the fotce about point O. s00 N im

A: Given-  To find the moment about (O)

Q: Determine the required magnitude of the couple moments M2 and M3 so that the resultant couple moment…

A: First, we draw the free body diagram of the problem:-

Q: /hat is the Maximum moment in kN-m. Given: w1 44, w2 17, a 3, b 4 , and c =3. %3D %3D %3D w1 kN/m w2…

A:

Q: Determine the moments of Q about (a) point O; and (b) point C. The magnitude of Q is 20 lb.

A: Given: The magnitude of Q is 20 lb. The coordinates of the points are given below.

Q: USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in…

A: Indeterminate structures cannot be solved using equilibrium conditions. For determining unknown…

Q: Calculate all reactions, draw shear and moment diagrams

A:

Q: The 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30°…

A: Given data: Force applied is equal to 100 Newton Firstly blocks moves 80 m and then force is removed…

Q: SITUATION. A pole supported at point O is subjected to forces as shown. 2kN 2m 2m 2m 5m 8kN 45 6kN…

A:

Q: Replace a couple of moment -10ON.m and a vertical force of 50 N, acting at the origin, by a single…

A:

Q: &. the triangle f focces and Draw F= 200N delermime the magnitude and directon f the 40 resultant…

A: The following figure shows the Triangle of the forces.

Q: Determine the magnitude and orientation θ of FB sothat the resultant force is directed along the…

A: Consider the following free body diagram: Consider the resultant force to the right as follows:

Q: 18.2 kN/m 36.4kN/m

A:

Q: Determine the Y-Component (My) of the couple acting on the frame below at point O due to the shown…

A: Data Given: a = 0.7 m F = 532 N Asked: Y component of the moment acting on the frame

Q: A Beam AB is supported by a pin at A and cable BC at B. The force developed in cable BC is. 250 N…

A: Step 1

Q: Solve for the following for the built-up I-section shown. Horizontary and (d) Identify which axis is…

A: Given:Required:Identify the stronger and weaker axisSection moduli about stronger and weaker…

Q: The resultant of two forees, one in the negedivex direcllon and the other in the negative y…

A:

Q: If unit load moves along A to C (Bottom Chords), construct influence lines and determine ordinates…

A:

Q: F9-19. Determine the slope at A and displacement at point C. El is constant. Use the principle of…

A: Given: Span, L = 8 m Load, Wu = 8 kN/m To find: The slope at A and displacement at C using the…

Q: Determine the slope and displacement at point A. Assume Cis pinned. Use the principle of virtual…

A:

Q: 30° 150N Find P and e if the resultant oF the force syskm abave is 300N , 60° from the +X-axis , @…

A:

Q: centroid about y-axis

A: Given, A section,

Q: What is the deviation of point A to the tangent drawn from the midspan, tA/Midspan?    What is the…

A: Given, A1 = 367.5KN-m2 A2 = –214.375 KN-m² A3 = 16.875 KN-m²

Q: 420 N 200 N 350 N 30 70° BY 4 m -3m- 1230 N-m

A:

Q: A B h C

A: Angular velocity: The rate of change of position or rate of change of displacement about the axis…

Q: In Problem D: Determine the magnitude of the force acting in member FG. Say F1 -F2 =F3 - 8 kN and…

A:

Q: 13. The magnitude of the component of the 1300 N along the y-axis is a.) 563 N b.) 918 N c.) 551 N…

A: This problem is carried out simply by initially calculate the position vector and find the unit…

Q: Axis of rotoinversion indicates إختر أحد الخيارات: translation + inversion .a O penetration +…

A: Brief concept introduction- Axis of rotoinversion- Rotation around a rotation axis is combined with…

Q: Determine the slope and displacement at point A. Assume C is pinned. Use the principle of virtual…

A:

Q: The weight of the suspended pipe in figure shown is 540 N. a. Determine the tensile force in BE a.…

A:

Q: (a) moment about AB. (b) moment about line connecting points B and C. ( c) moment about OB.

A: Analysing the 3d figure

Q: X ION im 7N 1m 15 N 1.3 M 12 N 1.2m 20N 62° X

A:

Q: Determine the x-component of the resultant force 31.) Determine the x-component of F2 32.)…

A: To find component of various forces

Q: A Find the moment at A of the beam shown, El is constant. (kN m) 30 KN 40 KN 50 kN 60 kN/m ↓ 2 m 4 m…

A:

Q: acting in member DE, MDE, in kNm. El is constant. 100 KN 30 KN/m 5 m 10 m 15 m D 5 m 60 KN 5 m Zoom…

A: The moment distribution method is a mathematical method and generally a method of determining a set…

Q: determine the deflection at the left overhang

A:

Q: Situation 2. A 200-kg engine of a machinery is attached to cable AC of length 2 m and is lifted by…

A: To determine Force P Tension in cable AC Force P at an angle when P and Tension in cable AC are…

Q: Compute the value of Elo at the right end of the overhanging beam. (HINT:6c = EIOв (BC') + √℃ ) 1.…

A:

Q: Using the parrallel axis theorum. Determine the moment of inertia about the x and y axis. 5" 2" - 3"…

A: We need to calculate moment of inertia of a composite section

Q: 3. In the figure below, a force F passing through C causes a clockwise moment of 217N-m about A and…

A: This question is related to the Mechanics from Civil Engineering. In this question using force…

Q: 0 Consider the given image. Assume h=16 ft, L = 6 ft, B=9 ft. The plate width is 5 ft. Wall Pa…

A: Required  Find the position of the centre of pressure

Q: 1225.8(KM/m) II Find, shear force daigram and bending moment daigram? 459.7 (KN) L=6.55(m)

A: I have solved in great detail no need further explanation

Q: Determine the total moment experienced by point O. 5 m 350 kN 625 KN 25° o 4 m O 1594.7754 kNm…

A:

Q: [Q] Force p is 7000N. Force F is 5400 N. Find: (a) moment about AB. (b) moment about line connecting…

A: Solution: (a) P→=7Cos20°i^+7Sin20°j^kNF→=-5.4j^ kNMoment about ABP →AO→×BA→AO→=-8j^BA→=8Cos 30°…

Q: B "(4, 3, –1) m А (5, -1,3) m C

A: Given: AB→= 4i→+3j→-1k→AC→= 5i→-1j→+3k→

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.