(b)(c)(d)FIG. P4.4 4.1 through 4.5 Classify each of the plane trusses shown asunstable, statically determinate, or statically indeterminate.If the truss is statically indeterminate, then determine thedegree of static indeterminacy.

Answered: Image /qna-images/answer/0f1a299b-70c2-44de-9aee-517d5f9eabe8.jpg

Answered: (b) (c) (d) FIG. P4.4

Engineering

Civil Engineering

(b) (c) (d) FIG. P4.4

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: Q6. 30 kN C B A 10 kN/m 3m D E F G 3m >

Q: Locate the centroid of the wire shown.

A: The given figure is shown below:

Q: A Fig.1-B В с

A: When the number of unknown reactions is equal to the number of known equilibrium equations, then the…

Q: -0.4 L 0.6b FIG. P2.94 6000 lb 4000 lb 7000 lb 5000 lb -SA- FIG.P2.95 2.96 The uniform beam of…

Q: The ratio of the reactions RA and RB of a simply supported beam shown in Fig. 6.3 is

A: Apply equilibrium condition to determine support reaction : ∑FX=0∑FY=0∑M=0 Sign convention :…

Q: Based on the milliequivalent bar graph for a water sample provided, compute the permanent hardness…

A: To find permanent hardness

Q: 风风 (a) (b) (c) (d) FIG. P4.2

A: Classify each of the plane trusses shown as unstable, statically determinate, or statically…

Q: 1,200 N 5 m 5 m 500 N/m 8 m 900 N/m 6 m II

Q: For the given structures, determine the degree of indeterminacy. 2.

A: To determine: degree of Indeterminacy. It is given as no. Of reactions in excess to the equilibrium…

Q: al-sized pieces and arranged as si ermine the ratio of the drag on the o

A: Drag force is given…

Q: Locate the centroid y̅ of the paraboloid.

Q: 2 Knowing that the resultants of the system shown in Fig.(1.2) is 60 lb.ft, then the value of (M) is…

Q: B A 105 90 30 C -30° 75 300 lb 400 lb

Q: Prob. 2.12-9. (a) Using Figs. P2.12-9 and the definition of extensional strain given in Eq. 2.35,…

Q: SITUATION 14: Determine the reactions at the supports for the beam shown: 222/5 KN 22 kN/m |--2m…

Q: 25 10 +4₂ 4¹ P1-56 20% 25¹b 1-56. By means of the transformation of a couple, replace the four…

Q: Detemine forces in members BC, BG and FG. -8 ft--8 ft--8 ft--8 ft- B. 8 ft H 4000 Ib 6000 lb 8000 Ib

Q: 50 P1-54 1-54. By means of the transformation of a couple, replace the two forces of Fig. P1-54 by a…

A: Given:

Q: y? dx + (교2 + 3xy + 4y?) dy

Q: Classify each of the structures given below as externally unstable, statically determinate or…

A: Problem: To classify given structure as stable, statically determinate and statically indeterminate.…

Q: 10-116 Determine the products of inertia Iry, Iyas and Ix for the homogeneous steel (p = 7870 kg/m)…

A: Given :- A block is shown with dimensions Density of the homogeneous steel = ρ=7870 kg/m3 To…

Q: is statically indeterminaté externälly, thên détérmi: he degree of external indeterminacy. Hinge…

A: For Reaction Apply Equilibrium condition Force in x direction and in y direction must equal to…

Q: Discuss the stability and determinacy of the structures shown in Figure (1). Fig. 1-1 Fig. 1-2 Fig.…

A: Given data in question Beam, truss and frames To find out stability and indeterminacy Ds= degree…

Q: Q4 ] Determine the value of o that may cause the pinned column AB in the structure of Fig. (4) to…

Q: Based on the milliequivalent bar graph for a water sample provided, compute the alkalinity (in mg/L…

Q: Classify each of the structures given below as externally unstable, statically determinate or…

Q: Determine the reactions at A and B for * .equilibrium of the member in fig

A: Given- Load=50kn,20kn

Q: Locate the y̅ centroid for the paraboloid of revolution, shown.

A: Volume of the disc element is:

Q: Stability and Determinacy Determine the degree of indeterminacy and stability of the following…

Q: Q1 check the stability and determinacy of the structures shown below (

A: Answer To determine the stability and determinacy for the frames we have (3m+r) < (3j+n)…

Q: Q4] Determine the value of that may cause the pinned column AB in the structure of Fig. (4) to…

Q: 4. The distances from the centroid of the shapes in Fig. (1.4) (1 &2) to X and Y axes, (y₁, x₁) are-…

Q: The following structures are composed of members connected by hinges. Draw the body diagram of each…

Q: For the given structures, determine the degree of indeterminacy. 6. F

A: The static indeterminacy of beams is given as; D = R - 3 Where R is the total number of support…

Q: For the structure shown in Figure (4): Draw I.L for (RA), (VB), (MD), (MC) and (VD). 1 B. Fig. 4 4m…

Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

4.1 through 4.5 Classify each of the plane trusses shown as
unstable, statically determinate, or statically indeterminate.
If the truss is statically indeterminate, then determine the
degree of static indeterminacy.

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

10-109 Determine the products of inertia Iny, Iyz, and I for the homogeneous rectangular block shown in Fig. P10-109. b. Fig. P10-109
Q9. 6 kN/m ↑ ↑ B 60 kN 30 kN 69 kr 30 kN V D K 3m C B& E are internal hinges 3m E F 3m 5m
4. The simply supported wood beam ABC in Fig. Q4 has a rectangular cross section and supports a concentrated load of 300 N. Calculate the maximum deflection of the beam. The modulus of elasticity for the beam is given as E= 12 GPa. 300 N B A ·X 80 mm 2 m RA= 100 N Rc = 200 N 1.0 m- Fig. Q4 40 mm
P.4.1 Investigate the determinacy and stability of the trusses shown in Fig. P.4.1(a)–(d). Ans. a. Statically determinate and stable. b. Statically determinate and stable. c. Statically in determinate and stable. d. Statically determinate but unstable unless ABC is in tension.
For the structure shown in Figure P1-1, determine the structural stiffness matrix by combining individual elemental stiffnesses.
10.3 and 10.4 Two rigid bars AC and BC are connected as shown to a spring of constant k. Knowing that the spring can act in either tension or compression, determine the critical load Per for the system. www.ct C k B Fig. P10.3 |--10-- L A нитос weck C B L Fig. P10.4 ²-L 3
A light pin jointed frame is shown not to scale. The frame is supported at support A and G. 500 N B/90" 100 N C/90° 30 3 m 30 3 m 45 G 4 m F 80 N 120 kg 1.1 Calculate the magnitude and direction of the RESULTANT REACTION at supports A and G. 1.2 Determine the magnitude and nature of the internal forces of the following members: Using the Baseline Mothod: CD: ED: CE:
30 kg Fig. P12.11 and P12.12
Classify each of the structures shown in Fig. 3.17 as externally unstable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy
Don’t round up nor round off. Show complete solutions. Please answer all the questions.
Determine the reactions at the supports for the structures shown