ExampleDetermine the horizontal and vertical components of force2 m-2 mwhich pin C exerts on member CDE. The 600-N load isapplied to the pin.SOLUTION3 mFree Body Diagram. The solution will be very much simplificd if one determinesthe support reactions first and then considers the equilibrium of two of its threemembers after they are dismembered. The FBDS of the entire assembly, memberDBF and member ABC are shown in Figs a, b and c. respectively.1.5 m600 NEquations of Equilibrium. Consider the equilibrium of the entire assembly. Fig. a.300 NO N, = 1250 N

Solution: By considering the Free Body Diagram By considering the point E and A…

Answered: Determine the horizontal and vertical…

Determine the horizontal and vertical components of force which pin C exerts on member CDE. The 600-N load is applied to the pin.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Related questions

Q: Give the location of the resultant from point O for the parallel force system

A: To find location of resultant from O

Q: Determine the adequacy of members AB and BC. Use W12 Factored load Pu =300 kN. Assume k = 0.9. %3D

A: Solution: Given Data Pu=300 kNk=0.9W12×58 A50 steel

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

Q: Situation 5. The rope AB exerts a 50-N force T on collar A. Determine the vector component of T (a)…

A: T = 5O N Diagram is given along with forces. TO FIND: Vector component of T parallel and normal to…

Q: For the structure given, determine the force acting on each member. (Members AB and BE have lengths…

A: The above structure is analysed using method of joints to find the forces in the members In order to…

Q: Determine the horizontal and vertical components of force which pin C exerts on member ABC. The…

A: The free body diagram is shown below, The moment about point E can be calculated as,

Q: P2: In the previous problem, determine the force in members DC and DF using method of sections.

Q: The rigid bar AC is supported by a hinge at A and a steel cable BD having a diameter of 12 mm. The…

A: Take moment about A:∑ MA=0F5-FDB3=0FDB=14,4kN

Q: B a D F

Q: Two rods and one cable are attached to the support at O. Two of the forces are as shown and the…

A: step 2

Q: 16.Determine the moment of force P about the point O for each case CMD O a O a b RAJI P 60° P 30° q

Q: Determine the moment of each of the three forces about point A.

Q: 2-25. If F = 30 Ib and F, = 40 Ib, determine the a and o so that the resultant force is directed ala…

Q: Use the method of members to determine the horizontal and vertical forces at the supports A and E…

A: free body diagram of ABC

Q: Determine the axial force in each member. The loading at C is 1 kN

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

A: Given data in question Load Span member length To find out MEmber force

Q: Determine the force in e achmember of the truss

Q: Determine the force (written as a vector) which BC exerts on member AB (a) if the 810-N load is…

A: Given data: P=810N∅=22°a)if the 810-N load is applied to the center of member…

Q: *4-140. Replace the loading by an equivalent resultant force and specify its location on the beam,…

A: Given : To Find : Location of resultant force measured from point A?

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

A: Consider the figure, Here, T is the tension and C is the compression.

Q: Determine the axial force in each member. The loading at F is 1 kN

A: Given: A truss Required : Member forces

Q: Determine the internal normal force, shear force, oment at point D of the two-member frame.

A: Given: Two member frame To find: Internal normal force, shear force and moment at point D

Q: Determine the vertical reaction at B of the given indeterminate frame below. 15 ft -15 ft C B D 15…

Q: F%=12N 1 A 1

Q: 4-9. Determine the internal normal force, shear force, and bending moment in the beam at point C.…

Q: a.) Identify the zero-force members (Draw the system without them) b.) Through the method of…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: 2. The A-frame is used to support the 300-lb load applied as shown. Determine the horizontal and…

A: ∑MA=0-VF×6 + 300×10 = 0VF=500 lb ↑∑V=0VA+VF=300VA=-200 lb ↓ ∑MB=0-VE×3 + 6×300=0VE=600 lb

Q: H.W. Determine the horizontal and vertical comporents of force at pins A and D. 03n 12 KN

A: To find reactions at A and D

Q: Draw (approximately) the moment diagram for column AGF of the portal. Assume all the members of the…

Q: 1. Compute the force in member FEF 2. Compute the force in member FED

Q: Determine the moments at the supports, then draw 2- the moment diagram. Assume B is a roller and A…

Q: Determine the absolute maximum moment of the beam due the series of live concentrated loads.

Q: 11-18. When the 15 kN/m load is applied to the three- member frame the support at D settles 10 mm.…

Q: w = 2P/L A B C 0.6L 0.2L 0.2L

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

Q: Determine the axial force in each member. The loading at D is 1 kN

A: Given data in question Truss Load Span member length To find out Member forces

Q: 3- Replace the distributed loading by an equivalent resultant force, and specify its location on the…

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

Q: 7. Compute the internal force of member CD & EF

Q: Frame ABCDE held by a rope at B and C which is passed over two pulleys without friction. It is pin…

A: Solution: Considering the Diagram

Q: . Determine the horizontal B. and C exert on membe ABC of the trame. 400 N

A: The free-body diagram is shown below,

Q: Suppose that in addition to the 2-kN downward force acting at point D, a 2-kN downward force acts at…

A: Consider the figure, Here, T is the tension and C is the compression.

Q: Determine the tension de veloped in cables AB, AC,

Q: Determine the resultant force at pins A, B, and C on the t tuo d I sit no ool notan sil to…

A: FBD : ∑MA=0-CX×2-CY×2×cot60+200×2sin 60×1sin60=0-CX×2-CY×2×cot60=-533.333 equation…

Q: The beam is subjected to loads as shown. 1. Compute the total moment about point B. 2. Identify the…

Q: 4-142. Replace the distributed loading by an equivalent resultant force, and specify its location on…

A: A beam is given with a uniformly distributed load (udl) and a uniformly varying load (uvl) as shown…

Q: If the resultant of the loads shown passes through point B, determine the equivalent force ‐ couple…

Q: Sec. 10.6 10-25. Determine the force in cach member. AE is constant. -2m-

A: Given:- A truss is given with horizontal load at point D The magnitude of the horizontal load = 4 kN…

Q: Determine the force in member AB. Given: a = 2 m, F =60 KN andP = 120 KN. Note: AC is perpendicular…

A: F=60 kN P=120 kN a=2 m

Question

Example
Determine the horizontal and vertical components of force
2 m
-2 m
which pin C exerts on member CDE. The 600-N load is
applied to the pin.
SOLUTION
3 m
Free Body Diagram. The solution will be very much simplificd if one determines
the support reactions first and then considers the equilibrium of two of its three
members after they are dismembered. The FBDS of the entire assembly, member
DBF and member ABC are shown in Figs a, b and c. respectively.
1.5 m
600 N
Equations of Equilibrium. Consider the equilibrium of the entire assembly. Fig. a.
300 N
O N, = 1250 N

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: Consider the Free Body Diagram

VIEW

Step 2: Calculation

VIEW

Step 3: Considering the Frame CDE

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 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

The frame is used to support a live load of 1.575 kPa. Thickness of concrete slab is 124.903mm. Weight of concrete is 23.293 kN/m^3. Weight of beam BG,AH,CF,DE is 4.526 kN/m and that of is 5.413 kN/m L=5.918m Width"B" = 1.582m Compute the reaction at point A (kN) at member AD Answer: 71.118 Need solution
The 5 ft aluminum strut is fixed between the two walls at A and B. If it has a 2 in by 2 in square cross section, and it is subjected to the torque of 80 lb-ftat C located 2 ft from A. Determine the reactions at the fixed supports. Also, what is the angle of twist at C? Gal = 3.8(10)^3 ksi
Determine the magnitude of the moment of force F about segmentOA of the pipe assembly shown.
A) Define the bending stress as relates of beams. B)A fixed AB length 3m carries a point load of 45KN at a distance of 2m from A.if the flexural rigity (i.e. EL)is 1×10^4KNm^2, determine: I) fixed end moment A and B II) Deflection under the load III) the maximum deflection IV) The position of the maximum deflection.
Determine the stretch in each of the two springsrequired to hold the 20-kg crate in the equilibrium positionshown. Each spring has an unstretched length of 2 m and astiffness of k = 300 N/m.
Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places. Please answer all since they are all subquestions. Thanks Structural Theory 1d. Determine the vertical reaction R₂ in kN 1e. Determine the shear at midspan between vertical supports in kN. 1f. Determine the maximum factored load moment in the beam in kN.m
force@ D=40kips. I have provided the reactions. Pls continue Asap. Thanks. Use moment distribustion method
13 - Support reactions will be found in the gerber beam whose loading condition is given in the figure. A is the fixed support, the G point is the intermediate joint, and the B support is the sliding joint. Distributed loads on the beam q1= 9 kN ⁄ m, q2= 6 kN ⁄ m, beam dimensions a = 3 m, b = 2 m. Accordingly, Bx = ?a) 45B) 6C) None.D) 0E) 19.5
The hoist supports the 125-kg engine. Determine the force the load creates in member DB and in member FB, which contains the hydraulic cylinder H.
The frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
Determine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown. E=200 GPa, I=85*(10)^-6 m^4 P=120 kN, W=60 kN/m
The tower crane is used to hoist the 2-Mg load upwardat constant velocity. The 1.5-Mg jib BD, 0.5-Mg jib BC, and6-Mg counterweight C have centers of mass at G1, G2, and G3,respectively. Determine the resultant moment produced bythe load and the weights of the tower crane jibs about point Aand about point B.