*Indeterminate Analysis: Use Force/ Compatibility Method 10-2. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El is constant. -6 ft 12 kip B. 6 ft- Prob. 10-2 12 ft- 3 kip/ft "1 C

*Indeterminate Analysis: Use Force/ Compatibility Method 10-2. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El is constant. -6 ft 12 kip B. 6 ft- Prob. 10-2 12 ft- 3 kip/ft "1 C

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: DISCUSS AND ELABORATE WHAT IS THE BEST METHOD ESTIMATING EVAPORATION? A. ENERGY BALANCE METHOD B.…

A: Solution: Evaporation is the process by which liquid water evaporates into the atmosphere,…

Q: 40N 30 DEG 30N A 15N ANGLE THETA F

Q: 37. 38.

Q: Assume that there is a crack on the reinforced concrete shear wall at the first floor of your…

A: To design an experimental set-up to follow the crack propagation on a reinforced concrete shear…

Q: FIGURE P5.5-1 5.5-2 The given beam has continuous lateral support. If the live load is twice the…

A: 2. Check web; Mu= ϕMn = 0.90×2416.67 = 2,175…

Q: For a normally consolidated clay specimen, the results of a drained triaxial test are as follows:…

A: Normally consolidated clay specimen- Chamber confining pressure-σ3 = 125 kN/m2,Deviator stress at…

Q: Two wells are located at points A and B respectively. Point C is the middle point between A and B.…

A: To determine the fall or rise in water level at any point we must know the hydraulic conductivity of…

Q: X-component of velocity in two dimensional incompressible flow is given by u = 2y² + 6xy. If the…

A: A 2-D incompressible flow- X-component of velocity- u=2y2+6xy, Y-component of velocity v =0 at y=0,…

Q: Shear force and bending moment values acting on the section are given in Table 1. Using these…

A: ###The SHEAR stress and Bending stress distribution Diagram ####

Q: 15. A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning's roughness…

A: Diameter of pipe (D) = 1m Bed slope (S) = 1 in 1000 Manning coefficient (n) = 0.01 Determine…

Q: Item 4 On a vertical photograph of flat terrain, the scaled distance between two points is ab. Find…

A: Item (4) Part (A) Photo distance ab = 1.86 in. Map distance AB = 4.56 in. Map scale Smap = 1:9600…

Q: 13. Calculate moisture content from the following data: Weight of can = 23.4 g; weight of can + wet…

Q: Q (2) - The following data pertain to a Francis turbine: Net head = 70 m, Speed= 700 r.p.m, Shaft…

Q: A rectangular flume of smooth wood (n =0.011) slopes 2 m. per 2 km. The width and depth of the first…

Q: A 100 m tape weighing 30 N is suspended between the two ends under a standard pull of 180 N. The…

A: A 100 m tape weighing 30 N. L=10 mW=30 N. The tape is suspended between the two ends under a…

Q: What is the Ixy of the cross-section in mm4

A: To find the product of inertia of the given cross section.

Q: A fine-grained soil has 60% (by weight) silt content. The soil behaves as semi-solid, when water…

A: Reference : Soil Mechanics, Activity of soil Given : Silt content and water content To determine :…

Q: A long, solid cylinder of radius 2 cm hinged at point A is used as an automatic gate, as shown in…

A: The height of the water, h=15 cm The radius of the solid cylinder, r=2 cm

Q: 5. To determine the grain size distribution of fine-grained soil (smaller than 0.075 mm), Hydrometer…

A: 5- To determine the grains size distribution of fine grained soil(smaller than0.075mm),hydrometer…

Q: A shovel having a 6-cy bucket whose cost per hour, including the wages to an operator, is $85 will…

A: The capacity of a shovel (Q) = 6 cy The cost per hour including wages = $85 The swell percent = 60%…

Q: 1. Explain factors affecting self purification of natural streams. 2. What is reoxygenation? What…

A: As per the guidelines we need to answer only first question so please repost rest questions…

Q: If site circumstances had forced us to use the following data for a curved path highway: Will any…

Q: Q (3) - The Kaplan turbine is running at 55 r.p.m, of runner diameter 5 m. The axial flow area of…

Q: Determine the reactions and draw the shear and bending moment diagrams for the structure shown in…

A: Given: Required : Reaction, and shear force and bending moment diagram

Q: What kinds of timber are most commonly used in furniture, construction and or other structural…

A: →What kinds of timber are most commonly used in furniture, construction and or other structural…

Q: 3 10kN/m SKN/M B 5m 6m 5 kN/ 5m D S-f

Q: kis 4m 10 KN C 5m W-12 KA m D + 4m 6 KN F 2m B

A: A beam is given we need to draw the shear force and bending moment diagram

Q: P13.15. Analyze the frame in Figure P13.15 by moment distribution. Determine all reactions and draw…

A: Given: Required : Analyze the given structure, find reactions and draw shear force and bending…

Q: Q- In the layout of an MG track, the versine of a horizontal circular curve is measured over a 17 m…

A: Degree of curve = 2 Chord length = 17 m To calculate: versine of curve.

Q: For a triaxial shear test conducted on a sand specimen at a confining pressure of 100 kN/m² under…

A: confining pressure σ3=100 kN/m2 Deviator stress- σd=100 kN/m2 Angle of shearing resistance=?

Q: Use the virtual work method to determine the vertical deflection at joint C Acy of the frame shown…

A: ###Calculation of Vertical deflection at Joint C using Virtual Work / Unit load method of analysis…

Q: Find the centroid of Figure 2.1 with respect to point A and of Figure 2.2 with respect to the point…

A: The given diagram is shown below. Let 1 be rectangle, 2 be circle, 3 be triangle, 4 be triangle, 5…

Q: Choose in the following bullets and show solutions. a. Find the deflection at B assuming El is…

A: Required : Deflection at B And deflection at free end

Q: entification: Classify the following beams, frames, and/or trusses as statically determinate,…

A: As per guidelines we need to answer only first thre subparts of question so please repost rest…

Q: 1. A sample saturated cohesion less soil tested in a drained triaxial compression test showed an…

A: Cohesion less soil C=0, Internal friction ϕ=30o Confining pressure σ3=200 kPa It is needed to find…

Q: Additional features or a broader scope are also options. Please provide a few concrete…

A: Assuming you are referring to the two problems of having both additional features and a broader…

Q: 2-2 A 100-N force is applied at end C of the rod as shown, c) Assess the effect of the angle being…

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: 21 22 23 Which cost has highest contribution in the total cost of a part? Select one: a. process…

A: The questions are given. We have to find out the correct answer from the given.

Q: Appendix 1 shows a structural drawing of the first floor of a random building. The labels "C"…

A: Beam section: 200 UB 29.8Concentrated load from 3C-D=12 kNTo determine:1) Internal moments for beam…

Q: A Jordanian city of 15000 inhabitants generates wastewater at a rate of 80L/day/person. If the city…

A: Population= 15000 Wastewater flow = 85 m3/day COD= 300 mg/L N= 72 mg/L wastewater rate =80…

Q: What is the force in member AC of the following statically indeterminate truss to the nearest 0.001k…

A: A truss is given with a horizontal load, P = 18.1 k applied at C. To determine the force in the…

Q: 15. A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning's roughness…

A: Given that :- We have to find the ratio Diameter of circular pipe, D = 1m Bed slope, S = 1 in 1000…

Q: SOLVE ALL QUESTIONS FROM 28 TO 40 must solve all dont say for agàin post. Thanks. I will Upvote.…

A: As per guidelines we need to answer only first thre subparts of question so please repost rest…

Q: The undrained cohesion of a remoulded clay soil is 10 kN/m². If the sensitivity of the clay is 20,…

A: Undrained cohesion C=10 kN/m2, Sensitivity of clay S=20, To Find- The value of the remoulded…

Q: P3.127 An open water jet exits from a nozzle into sea-level air, as shown, and strikes a stagnation…

A: Pressure at 1 (P1) = 110 kPa Determine a. Mass flow in kg/s. b. The height H of the fluid in the…

Q: differentiate between saturated and unsaturated flow in soils

Q: Discover various types of Master Plans that are prepared as in put from stakeholders that are…

A: MASTER PLAN It is a type of urban planning that is useful for the physical development of a city ot…

Q: Question 3 A soil weighs 1089 kg/m³ loose, 1383 kg/m³, in place, and 1633 kg/m³ compacted. Find the…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: You have been tasked with designing a beam to support a lifting crane. The applied load is offset…

Q: Place 4 pcs dressed plank, size 40mm x 200 mm x 6 m side by side and thereby forming a beam. Using…

A: To find the moment of inertia of the beam, we need to first find the cross-sectional area of the…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

Do not use previously solved answer from anywhere.or I will surely report you.

Solve on your own and I will give you 4+ve ratings

*Indeterminate Analysis:
Use Force/ Compatibility
Method
10-2. Determine the reactions at the supports A, B, and C,
then draw the shear and moment diagrams. El is constant.
6 ft-
12 kip
B.
-6 ft
Prob. 10-2
-12 ft-
3 kip/ft
C

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: Given

VIEW

Step 2: Analysis after removing redundant force

VIEW

Step 3: Deflection of B after removing redundant force at B

VIEW

Step 4: Calculation of reaction at B

VIEW

Step 5: Reactions calculation

VIEW

Step 6: Shear force diagram

VIEW

Step 7: Bending moment diagram

VIEW

Solution

VIEW

Step by step

Solved in 8 steps with 8 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

RBH TRBV 3. The frame shown in the figure is hinged to rigid supports at A and E. find the components of the hinge forces at A and E and the forces in members BC and BD. RAH A REH TRAV E REV 120 D 5 0 ction
C 120 N-m A 300 60° 200 B 400 E 60° 300 200 Dimensions in millimeters y 600 N G Determine the magnitude of the force (in N) of the x-component of the internal pin at B.
The frame in the figure supports the 50-kg cylinder. Determine the reaction of the pin at A & the force of the member BC. Also, determine the factor of safety of the pin at A in shear if all pins are 10-mm in diameter & w/ an allowable shearing stress of 200MPa; and the factor of safety of member BC in axial if the cross-section of the member is a 50 x 25-mm rectangle w/ an allowable axial stress of 100MPa. Find the forces at all joints of the structure. CG & AD are tension wires. HEHE 12m Delm
Determine the maximum shear stress and angle of twist (in degrees) of one tip with respect to other. The material of the component has a modulus of rigidity of 24 GPa. positive applied moments are CW when seen from E to A. Moment at A= 400 N.m Moment at B = -600 N.m Moment at C= 300 N.m Moment at D = 500 N.m Moment at E= -600 N.m L is 0.25m and Radius of the rod is 30mm
Solve for Ay and By with FBD. (Please mention no.of reaction forces in supports for better understanding)
For the frame in method, use Cy as a 500 lb/ft -10 ft- Fig. 1, Determine the reactions at the supports. El is constant. (using force redundant li ) (A is fixed and C is rocker) B 10 ft 3k
The geometry of the compound beam is given below. Sketch the qualitative influence line for the support reactions at Á, B and D. Sketch as well the qualitative influence line for the shear and moment at E. Take note that C is an internal pin. A E OD -2 m- -2 m- 1 m 3 m-
3. Determine the reactions at the supports, then draw the moment diagram. The moment of inertia for each segment is shown in the figure. Assume A and C are rollers and B is a pin. Take E 200 GPa. 10 kN 10 KN LAB= 120(106) mm BIBC = 90(106) mm²] -4m- 4m -4m- 40 kN -6m -6m
Q2. Member ABC is supported by two fixed supports at points A and C. The member has heights of 100mm at points A and C whereas the height is 600mm at point B. A point torque of 10KN.m is applied Im away from the point A. Determine the reactions at supports A and C. Write vour results in the box below. Use G-100GPA. B A T= 10 kN.m 100 mm 600 mm 1 m 1 m 2 m
Link-2, shown in the figure, is 30 mm wide, has 12 mm diameter bearings atthe ends, and is cut from low carbon steel bar having a minimum yield strength of190 MPa. The end-condition constants for link-2 are C = 1 and C = 1.2 for bucklingin and out of the drawing, respectively.a) Draw necessary and clear free-body diagrams to determine the reactions atthe supports and the load on both member-2 and member-3. b) Determine a suitable thickness for link-2, based on a design factor of safetyηD = 4, and considering a material having E = 207 GPa, and a minimum yieldstrength Sy = 350 MPa. c) Determine the stress and resulting factor of safety for each pin, and state yoursuggestions in case of design factors less than 4. Use appropriate (SI) units as it applies (if any.)
Given: Consider the truss shown below and the series of loading. 20 k Required: 8⁹ An 8⁹ 8⁹ 8' 8' a 10 k 8' (A) (A) Calculate the force in member bd for case (A) (B) Calculate the force in member bd for case (B) (C) Calculate the force in member bd using the principle of superposition for the truss loading below. DO NOT use equilibrium equations. 10 k d 5 k a 8⁹ 8' (B) b 8'
(5) Determine the components of reaction at the pin A and rocker B. Hint: The support at C is a peg in the slot in member DC, and allows translation along but prevents it in the direction perpendular to member DC. N.M B Im O с ANC one contin cember, S beam AC w/ rocker at B 600 N 800 N·m 2 m 1.5 1.5 NeLF 2 m 600 N 1.5 m 45% 1.5 m