Problem 2: . *) For the planar frame given below; (a) Find the support reactions at the pins A and E. (b) Determine the normal force (N), shear force (V), and bending moment (M) at section a-a. Internal hinge 20 kN/m C D 1.0 m 100 kN 3.2 m 2.2 m B E 1.2 m 3 m 3 m 2.4 m 4 m

Problem 2: . *) For the planar frame given below; (a) Find the support reactions at the pins A and E. (b) Determine the normal force (N), shear force (V), and bending moment (M) at section a-a. Internal hinge 20 kN/m C D 1.0 m 100 kN 3.2 m 2.2 m B E 1.2 m 3 m 3 m 2.4 m 4 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: P. = 30KN Pz = 20KN 4m a = 1 L = 6m R2

A: Let R1=RAR2=RBRA+RB=50KN∑MA=030×1+20×5-6RB=0RB=21.666 KNRA=28.334 KN

Q: P3 F 2.5m B 3m 3m - 3m P1 P2

A: a) Reaction forces on the diagram

Q: Find the forces in members 1, 2 and 3 of the shown truss if P=28 kN. Note that the tension is…

A: Given Data: The load on the truss P is, P=28 kN To Determine: The forces in members 1, 2, and 3 of…

Q: Determine the forces in members LK, DQ and CD of the loaded truss.

Q: Consider the Warren truss below supported by a pin support at G and a roller support at C. a. Solve…

A: a. Solve for the reaction forces (in kN) at point G. b. Solve for the reaction forces (in kN) at…

Q: 660 lb/ft Find the force that pin D exerts on link BD. 550 lb/ft |Fp[ = 5.4 ft ii) Find the…

Q: Draw the shear force and bending moment diagrams for the beam.

A: Hi! Thank you for the question As per the honor code, We’ll answer one question since the exact one…

Q: Question 1 Determine (approximately) the force in members GF, GJ and GK of the steel portal frame as…

Q: Q4/ The rigid beam is supported by a pin at A and two steel wires BD and CE. Each rod has a diameter…

A: Given Esteel=200 Gpa a= 1 m, b= 1.5 m, d= 40 mm, h= 10 mm

Q: (Situation 2) Determine the support reactions and member forces on the following trusses: 9 ft A ₁2…

A: Using joint method

Q: Determine the force in member CF, FG, and Gc of the trusses

Q: From the truss figure on the right, determine the: 1. Moment at A 2. Resultant Reaction at A 20 N D…

Q: Problem: For the given truss as shown, determine the reactions at A (A, and A.) and at G (RG). Also,…

Q: The equilateral triangles have sides of 2 m. The tops and bottoms of the equilateral triangles are…

A: Given, To find, A) The Support Reactions. B) Internal Member Forces. C) Identify the nature of…

Q: For the truss shown in the figure: 20KN a) Find the support reactions. b) By inspection, identify…

A: Step 1

Q: 3) Compute the reactions and bar forces in all members for the truss shown below. The area of all…

A: Reaction at Supports and Member forces of truss using castigliano's theorem

Q: The frame is subjected to a load of 5 kN which acts on member ABD at D. Determine the required…

A: Given : Load = 5 kN Failure shear stress = 50 MPa FOS = 1.5 Determine the required dia. of pin D…

Q: Determine (approximately) the force in members GF, GJ and GK of the steel portal frame as shown in…

Q: Determine the support reactions and member forces of the truss. Assume B to be rocker and D to be

A: To find support reaction and force in all members of the truss

Q: Determine the support reactions and all internal pin forces.

Q: In the two-member assembly shown, find the axial force in rod (1) if P = 10.1 kips. 8 ft O 8.17 kips…

Q: Question 1 Determine (approximately) the force in members GF, GJ and GK of the steel portal frame as…

Q: A. In the given truss below which is simply supported at both ends; 1. What is the vertical and…

Q: For the truss shown in the figure below, assume that the loads are being transmitted to the bottom…

A: Answer Influence line diagram for member DI Consider a vertical section passing through DI as shown…

Q: 20 kN 45° All vertical members 1.5 m long All horizontal members 3.0 m long

Q: For truss shown, use method of section. A)Compute the reaction at B? (Bv and Bh) B)What is the…

Q: Determine the force in the member EF , CF and BC of the truss.

A: Determine the force in member EF, CF and BC of the truss.

Q: In the two-member assembly shown, find the axial force in rod (1) if P = 13.7 kips. 8 ft 11.25 kips…

Q: 5. Bar ABD and bar CEF are connected using a pin at point C and a strut member BE to support a 9000…

Q: Two d mm*10 mm cover plates are welded to two UPN 200 channels 100 mm high to form the cross section…

A: Equilibrium equations: Equilibrium equations are used to solve the unknown forces in any type of…

Q: Select member FC and CB in the truss to carry the inclined force P. Set the allowable tensile ress…

Q: 10 ft 12 ft D E 60 k Pins at B and D 16 ft Fixed at A Pinned at F F - 8 ft A Prob 5) Solve for the…

Q: Please help... Consider the truss system to the right. All members are two force members. There are…

Q: РР РРР A B In the plane truss system, whose loading condition is shown in the figure, there will be…

A: To find the force in member F3 -

Q: Q1/ from figure below, Draw the free body diagram and determine the horizontal and vertical…

A: Given data in question Load 40,40,30 and 50 kNSpanTrussTo find out FBDForces in AB, AI ,FE & FG

Q: P. = 30KN P2= 20KN a = 1 L = 6m R: R2

Q: Find the force in the member BC * 4 kN 2 kN By C 60° A 60% 60° 60° D E ARD 3 m 3 m RAF

Q: In the two-member assembly shown, find the axial force in rod (1) if P = 14.7 kips. 8 ft (1) 12 ft B…

A: Objective: To determine the axial force in member (1) of the given assembly. The FBD of member AB…

Q: Determine the horizontal vertical components of force which the pin at A exerts on the frame 400 N/m…

A: The components of force is the support reactions on horizontal and vertical reaction. A pin support…

Q: a. Maximum tension on member DI in kN, put "O" if none. b. Maximum compression on member DI in kN,…

Q: Determine the force in HI using section 1-1. Having that value, calculate the force in EI making use…

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Problem 2: .
*) For the planar frame given below;
(a) Find the support reactions at the pins A and E.
(b) Determine the normal force (N), shear force (V), and bending moment (M) at section a-a.
Internal hinge
20 kN/m
C
D
1.0 m
a
100 kN
3.2 m
2.2 m
B
E
1.2 m
3 m
3 m
2.4 m -
4 m

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 Given

VIEW

Step 2 Calculation of reactions

VIEW

Step 3 Calculation of reactions

VIEW

Step 4 Determination of Normal Force, Shear Force And Bending Moment

VIEW

Step 5 Determination of Normal Force, Shear Force And Bending Moment

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 7 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. Select member FC and CB in the truss to carry the inclined force P. Set the allowable tensile stress at 150 MPa. F A C B 6 equal spaces at 6m = 36m 800 kN 3 E 9 m 9 m
only e and f please
w/ Free body diagram
1. A Find the reactions at pin A and roller (Supts) MA Then find the forces in links AF, AB, and FB by using the method of joints (20 p 30 kN 9' F B 9' C 10 kN 9' D G 9' E 12' 2. Using the above figure, find the forces in members FC, FG and BC by using the method of sections.
Q1) Determine the force in member BC of the truss shown, the truss is hinged at A and supported on rollers at D, the roller is on a sloped surface with 45° to the horizon. ( all the forces in kN and dimensions in meter). Di Di B D2 E DI Di FI F2
CLOCKWISE POSITIVE FOR MOMENT
Draw the shear force diagram and the bending moment diagram of the bridge girder shown below. FAC = 84.1K (T) Fec 84.1K (T) FCD=64.7 K (c) 5 ft A 12 ft- 80 k D C 12 ft B
Part 4a)Determine the reaction (in N) at the hinge at C.b) Determine the diameter of the pin at C in mm.c) Determine the corresponding bearing stress in the pedal at C in MPa.
QUESTION 1. Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P = 8+ 0.5(third highest digit of your student number). ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B 4 m D -3 m 3 m- 3m 3 m-
5 - In the plane truss system, whose loading condition is shown in the figure, there will be support reactions A and B, and rod forces 1,2 and 3. A is the fixed joint and B is the sliding joint. Loads on the beam P = 50 kN, All acute angles in the truss system are 45 degrees. Accordingly, S2 = ? a) 0B) 175C) 225D) 35.36E) 200
In the plane truss system, whose loading condition is shown in the figure, there will be support reactions A and B, and rod forces 1,2 and 3. 8- Ais the fixed joint and B is the sliding joint. Loads on the beam P= 50 kN, All acute angles in the truss system are 45 degrees. Accordingly, Bx = ? Oa) 0 O B) 200 OC) 225 D) none O TO) 175
determine the force KN at member GN, GF, IM, JN, GM