Answered: 4-11. Determine the internal normal…

4-11. Determine the internal normal force, shear force, and hending moment at points D and E.Assume the reactions at the supports A and B are vertical. 300 Ib/ 400 lb At D. 14 ft 4.5 n' 4.5 it

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: In the beam determine the shear force at C and at the free end of the beam. Also determine Moment at…

Q: Use the portal method and determine (approximately) the reactions at supports A and B. YkN XKN A 5 m…

Q: 4) Find the magnitude and direction of the resultant force and moment at A 1414.21lb 2.53' -1000lb…

A: To find resultant and moment about point A

Q: 4. Determine the reactions at the supports A and B. Assume the support at B is a roller. C is a…

Q: 607 mm 605 mm C A B 25.5mm 53 mm f the gap between C and the rigid wall at D is initially 0.153 mm,…

A: Given. The load (P)= 205KN GAP BETWEEN CD =0.153 mm Our aim is to calculate the support Reactions.…

Q: Analyze the statically determinate planer force system to calculate the reactions at the supports.…

Q: C FB = 5 kN F = 7 kN 6 m 8 m 2 m D 3 m- 6 m.

Q: 6 kN/m 10 kN B 3 m -1.5 m- -1.5m-

A: Joint A Vertical reaction Va Horizontal reaction Ha Joint C Vertical reaction Vc Horizontal…

Q: 11-7. Determine the moment at B, then draw the moment diagram for the beam. Assume the supports at A…

A: The given beam is statically indeterminate beam and cannot be analyzed using the equations of…

Q: SHOW COMPLETE SOLUTION PLS VALUES: X = 425 Y = 25 A = 5

Q: Determine the reactions at the supports A and B. Assume the support at B is a roller. C is a…

A: The given figure is shown below:

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

Q: 9-15. Determine the reactions at the supports, then draw the moment diagram for each member. El is…

A: Given that :-The given frame is statically indeterminate of degree 1.Required that :-(a) The…

Q: 4 m 4 m 2 m 60 kN 120 kN

Q: 9-13. Determine the reactions at the supports. Assume A is a fixed and the joint at B is fixed…

A: Given:Required:Reaction at support

Q: Draw the shear force digram and bending moment digram

A: Given data in question UDL 20kN/mPoint load 40 kNSpan 6 mTo find out SFDBMD

Q: Determine the resultant force at pins A, B, and C on the three-member frame.

A: Calculating slant height and base of the loading diagram:

Q: Determine the reactions at the pin A and the tension in cord BC. Set F = 40 kN. Neglect the…

Q: Determine the angle θ between the force and the line AB.

Q: 6. Determine the force components at B and C, as they act upon member AC. 2.25 m 1,200 N BA DF (DF =…

Q: For the shown cantilever. a. Find the reactions. b. Draw the shear diagram. c. Find the location of…

A: Step 1: Step 2:Step 3:Step 4:

Q: Sec. 9.1-9.4 9-1. Determine the reactions at the supports, then draw the moment diagram. El is…

A: Given data :

Q: Determine the bending moment in the beam at point D. Assume the support at B is a roller. Set F = 6…

Q: Akip/ft P=8 kip B 4' 60 61 ,2' 31

A: (2) The equivalent concentrated force of the UVL is calculated as, Equivalent concentrated…

Q: A 5m 50KN 2m 5 kn/m IN A CONTINIOUS BEAM SHOWN. THE SUPPORT AT "B" 4 SETTLES BY 4mm. USE E= 200 GPA,…

A: Given: E= 200GPA I=80×106mm2 Find the Rection at support B and moment at A

Q: Use superposition merhod

A: Given Data E = 29 × 103 ksi I = 500 in.4 Support B downward settlement (∆B) = 0.25 ft Determine…

Q: P Al B 1m w in kN/m E 6m C + 1m P D

Q: Determine the force (kN) at member BC and BD

Q: 16-55. Determine the reactions at support C. EI is constant for both beams. A D L 2 P B Prob. 16-55…

A: EI = constant for both beams.Determine the reaction at support C.

Q: Compute the reactions at A and D. Determine the internal forces in each member of the truss using…

Q: 9-10. Determine the reactions at the supports, then draw the moment diagram. Assume B and C are…

A: Support B settles by 30 mm Modulus of elasticity= 200Gpa

Q: 500 Ib/ft B 3 k A 10 ft 10 ft

Q: *2-16. Force F acts on the frame such that its component acting along member AB is 650 lb. directed…

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

Q: Determine the reactions at the supports then draw the moment diagram. Assume the support at B is a…

A: Given: Length of the beam=12ftUVL load on entire span=500lb/ft VA+VB=12×500×12VA+VB=3000lb Calculate…

Q: 9-7. Determine the support reactions. Assume B is a pin and A and Care rollers. El is constant. 4…

A: EI = ConstantDetermine the support reaction of the beam. Let's solve using force method.

Q: PROBLEM 2 COMPUTE THE SUPPORT REACTIONS FOR THE FOLLOWING FRAME USING THE FLEXIBILITY METHOD. SELECT…

A: The flexibility method : The flexibility technique, also known as the method of consistent…

Question

4-11. Determine the internal normal force, shear force, and
hending moment at points D and E.Assume the reactions at
the supports A and B are vertical.
300 Ib/t
400 lbt
E
14 ft
4.5 I' 4.5 ft

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 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

CLOCKWISE POSITIVE FOR MOMENT
The compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin) at D. Determine the reactions at the supports. Neglect the thickness of the beam. Ak 4 k 30° ܘܐܝܐ A ANAS DOLL 15 k. ft D B States Yk 3 4 Bft C ft 8 ft Aft 4 ft 2 ft 8. What is the shear at a point (A + 4) ft left of point C? (k) 9. What is the shear at a point (A + 8 + C/2) ft left of point C? (k) 10. What is the moment at point C? (k-ft) Use: A= 8 B= 6 C= 8 Y= 29
4-46. If the gap between C and the rigid wall at D is initially 0.15 mm, determine the support reactions at A and D when the force P = 200 kN is applied. The assembly is made of A-36 steel. A -600 mm P 50 mm B 600 mm 25 mm Prob. 4-46 C -0.15 mm
II. Draw (approximately) the moment diagram for column AGF of the portal. Assume all the members of the truss to be pin connected at their ends. The columns are fixed at A and B. Also determine the force in all the truss members. -2 m- 2 m - D 4 kN 1.5 m 8 kN 5 m II. a. Use the portal method and determine (approximately) the reactions at supports A, B, C, and D. b. Use the cantilever method and determine (approximately) the reactions at supports A, B, C, and D. All columns have the same cross-sectional area. K L 9 kN 4 m F H 12 kN 4 m A В D 5 m 5 m 5 m
S
*2-24. Determine the reactions on the beam. The support at B can be assumed to be a roller. 2 k/ft 12 ft Prob. 2-24 12 ft B
-14. The shaft is supported by a journal bearing at A and thrust bearing at B. Determine the normal force, shear orce, and moment at a section passing through (a) point C, hich is just to the right of the bearing at A, and (b) point D, hich is just to the left of the 3000-lb force. 2500 lb -6 ft- A 75 lb/ft -12 ft- 3000 lb D B 2 ft
10–14. Determine the reactions at the supports. EI is constant. 500 Ib/ft 3 k A 10 ft 10 ft Prob. 10-14
1- The two aluminum racks support the vertical load P = 20KN. Determine how REACTIONS in support
10-31. Determine the force in member BC. AE is constant_ - 4 m- 2 kN B 3 m A Probs. 10-30/31 D 3 5 5 kN
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
Claculate the reactions at each support. Draw the shear, moment, elastic curve and axial force diagram.