I just need help with the free body diagrams for these problems, please and thank you! And I will give thumbs up if all 3 problems for free body diagrams are present. (Also I have already figured out 6.F5) Problems7 in.FREE-BODY PRACTICE PROBLEMS9 in.6.F5 An 84-lb force is applied to the toggle vise at C. Knowing that 0 = 90°draw the free-body diagram(s) needed to determine the vertical forceexerted on the block at D.6.F6 For the system and loading shown, draw the free-body diagram(sneeded to determine the force P required for equilibrium.24 in.40 in.84 Ib24 in.75 mm30°B200 mmFig. P6.F5100 N50 NFig. P6.F69 in.-6 in.6.F7 A small barrel weighing 60 lb is lifted by a pair of tongs as shown.Knowing that a = 5 in., draw the free-body diagram(s) needed todetermine the forces exerted at B and D on tong ABD.B6.F8 The position of member ABC is controlled by the hydraulic cylinderCD. Knowing that 0 = 30°, draw the free-body diagram(s) needed todetermine the force exerted by the hydraulic cylinder on pin C, andDthe reaction at B.18 in.Fig. P6.F70.5 m0.8 m9010 kN1.5 mFig. P6.F8

(6.F6) Draw the free body diagram.

24 in. 75 mm 30" B. 200 mm Fig. P6.F5 100 N 50 N Fig. P6.F6 9 in.- 6.F7 A small barrel weighing 60 lb is lifted by a pair of tongs as s Knowing that a = 5 in., draw the free-body diagram(s) neem determine the forces exerted at B and D on tong ABD. B 6.F8 The position of member ABC is controlled by the hydraulic cy CD. Knowing that 0 = 30°, draw the free-body diagram(s) ne determine the force exerted by the hydraulic cylinder on pin the reaction at B. - 18 in- Fig. P6.F7 05 im 0.8 m 10 kN 1.5 m

24 in. 75 mm 30" B. 200 mm Fig. P6.F5 100 N 50 N Fig. P6.F6 9 in.- 6.F7 A small barrel weighing 60 lb is lifted by a pair of tongs as s Knowing that a = 5 in., draw the free-body diagram(s) neem determine the forces exerted at B and D on tong ABD. B 6.F8 The position of member ABC is controlled by the hydraulic cy CD. Knowing that 0 = 30°, draw the free-body diagram(s) ne determine the force exerted by the hydraulic cylinder on pin the reaction at B. - 18 in- Fig. P6.F7 05 im 0.8 m 10 kN 1.5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A 13.345 N block, initially at rest at point A, slides along the smooth parabolic surface. Determine…

A: Mass of block= 13.345 N

Q: determine the end moments of the beam shown in Figure 11.9a. Assume support B settles 1.5 in, and…

Q: Quiz: Determine the magnitude of the resultant force and its direction by using Parallelogram law.…

Q: Determine the x- and y-coordinates of the centroid of the shaded area. y

Q: Draw the moment diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then…

A: Given : Required : Shear and moment diagram

Q: Part 4 Determine the maximum bending moment that acts anywhere in the beam. When entering your…

Q: 3. A tank in figure C is accelerated to the right and the width of the tank is 1 m. Determine the…

Q: Problem 7. 7.Station PT of the compound curve is at 15 + 480.14. I, = 30°, I2 = 36°, D1 = 4°, D2 =…

A: We know that ; D=1145.92R Can be written as ; R2 = 1145.92D2 R2 = 1145.925 = 229.184 m

Q: A 200 m bridge span is supported at both ends. The span weighs 100 tonnes. A 30 tonne bus is 50 m…

A: Bridges are made as simply supported structures. There are no moments generated at the span ends.…

Q: 2. A hemispherical bowl having a radius of 1 m is full of water. If the hemispherical bowl is made…

Q: The image below shows a beam subject to two couples, F₁ = 670 N and F₂ = 760 N. (Figure 4) The…

Q: For the following plane surfaces (Figures A, B and C) determine the following: a) area A (m²)…

A: To find area subjected to hydrostatic force ,center of gravity and hydrostatic force acting on the…

Q: Determine the deflection at point B and D of the beam. 2.5 k/ft Hinge 35 k A B -8 ft 8 ft- -16 ft-…

A: The displacement of a beam or node from its initial location is referred to as deflection in…

Q: 5. What is the required vertical upward acceleration so that the pressure at any point in a liquid…

Q: Locate the centroidal axis and centroidal moment of inertia of the following section.

Q: The speed of the collar B is 400 mm/s up and the change of velocity of B is 100 mm/s^2 down. Please…

A: Angular velocity is defined as the rate at which an object revolves about an axis . Therefore,…

Q: 20 N Given the space force below, what is the angle that it makes with the +z-axis? 8 N 10 N O A.…

A: To find angle with z axis

Q: Q6: In Figure below if width of the gate B. find F, and its line of action 4 circular are

A: Given Width of gate=B h=R

Q: how to equate matrix for p6 p7 p8

Q: e) the value of the integration constant C2 f) the value of the integration constant C4. g) the…

A: Data given Find : (a) the value of the integration constant C2 (b) the value of the integration…

Q: An open cylindrical tank 0.30 m in diameter and 0.80 m high partially filled with water is rotated…

Q: How would you graph this on V (shear) linear graph and moment graph parabolic?

Q: I need help figuring out how to do this when P is at an angle

A: Given: The weight of the block is 100 lb. The coefficient of static friction is 0.25. Consider the…

Q: A small pipe 0.60 m long is filled with water and capped at its ends. If placed in a horizontal…

Q: On the free surface of an aluminum[E- 10000 ksi, v= 0.35) component, the strain rosette shown was…

A: Solution: 1) Normal strain at the point associated with axis x and y: We have,…

Q: he wall thickness of a 4-ft-diameter spherical tank is 5/16 in. Calculate the lowable internal…

Q: 1. For the graph represented by the drawing below, find e2 US V4 a. the degree of all the vertices…

Q: If w = 32 mm, find the moment of inertia about the z axis. The centroid of the section is located…

Q: Determine the sum of the moments created by the forces shown in the accompanying figure about points…

Q: | EI, EA=const

Q: 15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B.…

A: Given: E = 29000 ksi=201.3876 ksf I = 1650 in4 = 0.07957 ft4 The settlement, h = 0.5 in Analyze the…

Q: + Bo hnm+ 20h 20mm 126 mm

Q: Determine QA, QB, and QC using algebraic. Do not shortcut please.

A: Flow in pipes The pipe flow is a type of liquid flow that occurs within a closed conduit, such as a…

Q: uld be (+) that means up not down

Question

100%

I just need help with the free body diagrams for these problems, please and thank you! And I will give thumbs up if all 3 problems for free body diagrams are present. (Also I have already figured out 6.F5)

Problems
7 in.
FREE-BODY PRACTICE PROBLEMS
9 in.
6.F5 An 84-lb force is applied to the toggle vise at C. Knowing that 0 = 90°
draw the free-body diagram(s) needed to determine the vertical force
exerted on the block at D.
6.F6 For the system and loading shown, draw the free-body diagram(s
needed to determine the force P required for equilibrium.
24 in.
40 in.
84 Ib
24 in.
75 mm
30°
B
200 mm
Fig. P6.F5
100 N
50 N
Fig. P6.F6
9 in.-
6 in.
6.F7 A small barrel weighing 60 lb is lifted by a pair of tongs as shown.
Knowing that a = 5 in., draw the free-body diagram(s) needed to
determine the forces exerted at B and D on tong ABD.
B
6.F8 The position of member ABC is controlled by the hydraulic cylinder
CD. Knowing that 0 = 30°, draw the free-body diagram(s) needed to
determine the force exerted by the hydraulic cylinder on pin C, and
D
the reaction at B.
18 in.
Fig. P6.F7
0.5 m
0.8 m
90
10 kN
1.5 m
Fig. P6.F8

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

4:28 1 CEE2110-002-HW#27-Fall 21 PDF - 117 KB Problem 2) : The given composite areas in a), b) and c) can be divided into multiple elementary shapes and their centroids can be found in the handout of Geometric properties of Area Elements. 1) Determine the x and y coordinates of the centroid(ã ,ỹ) and area, A of each divided elementary areas as shown; 2) Generate the table in d) to fill the information for each composite in a), b) and c). S m а) b) Homework Assignment CEE 2110-002 Statics Fall 2021 Prepared by Dr. Jane Liu *** c) d)
Give accurate response. I am mostly confused with S2 and S3. does S2 contain the zero vector?
Also draw the free body diagram
Fill in the blanks Smaller angle: Larger angle: s = 20 ft Determine the two possible angles so that the water strikes at B. VA = 40 ft/s 4 ft - 1 attachment - 8 ft
Compute the moment of inertia, Ix of the cross-sectional area about the neutral axis. 6 in. 0.8 in. 0.8 in.→ E 8 in. A) 78.49 inn4 B) 49.87 inA4 c) 47.94 in^4 D 17.88 in^4 E) 94.78 inA4 F) 87.49 in^4 G) 2.914 in^4 (H) 5.866 inA4
Problem: Determine the moment of inertia at x, Ix, that is coinciding of the triangle's AA apex given below. h-y y
Please upload you solution here in hand- written and clear JPEG Format. Wedge Problem A 150N block rests on the wedge of negligible weight. Knowing that the coefficient of static friction is 0.35 on all surfaces of contact. 150 le A. Determine the e for which sliding is impending. B. Compute the normal force exerted on the block by the vertical force exerted on the block by the vertical wall. C. Compute the normal force exerted on the wedge.
Using moment area method.
Dont forget to draw the FREE BODY DIAGRAMS ALSO PLEASE! (:
What is the Horizontal Reaction at A in kips? add negative sign if answer is to the left/downwards.