A prismatic bar ABC is subjected to an axial loadof 25 kN; the reactions R, and R, will be'A+ 25 kNRcRAE 2 L3L-(a) Ra15 kNto is= - 35 kN= – 10 kN and R.%3D(b) RA= 10 kN and R.(s)(c) R, = -15 kN and R.10 kNA(d) RA = 15 kN and R.supe= – 40 kN16 10

Answered: Image /qna-images/answer/5510ec16-351d-4134-b878-3f2ef2d770f6.jpg

Answered: A prismatic bar ABC is subjected to an…

Engineering

Civil Engineering

A prismatic bar ABC is subjected to an axial load of 25 kN; the reactions R, and R. will be + 25 kN RA

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: 2.A vertical triangular surface has a horizontal base of 3 m and an altitude of 4.5 m, the vertex…

Q: other side of the dike. The circular concrete culvert has a free outfall. The culvert is 60 feet…

A: Given, D=30 inches (2.5 ft) Head water depth =3 to 6 feet Orifice coefficient Co=0.62 Manning's…

Q: The 150-kg block is being pushed by a force P as shown. Determine the total reaction in Newtons. P=…

Q: Q-6: Water flows in a confined aquifer from a fully penetrating river with a piezometric head of 12…

A: Given data- Piezometric head h1=12 mPiezometric head h2=10 mDistance L=400 mHydraulic conductivity…

Q: Q/ In the vehicle speed test, the results are given in the table below: Find 1. Arithmetic mean 2.…

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: Draw Gantt-Chart for the following activities, define the located activities on the critical path,…

Q: LEM NO. 3: SET

Q: Q Y- 17.5 kN/m Cohesion = 28 kPa a - 0.95 Y= 17.8 kN/m w = 25% & Gs = 2.6 Cohesion = 35 kPa a = 0.85…

Q: 3. The rectangular gate shown in section is 3 m long (perpendicular to the paper) and is hinged…

Q: the rectangular beam having a dimension of b= 320mm, h=460mm with 4pcs-28mm diameter reinforcing…

Q: A rectangular concrete beam having width of 250 mm and effective depth of 350, will be designed to…

A: Given data, b=250 mm d=350 mm fy=275 MPa fck=20.7 MPa d'=60 mm xu,maxd=0.53 1)Maximum moment applied…

Q: Please discuss the Determination of Normal Consistency of Hydraulic Cement

A: Consistency The term "consistency" simply refers to something's viscosity or thickness. Water must…

Q: easure the velocity of air at the center of a duct aving a 10 cm diameter. A tube mounted at the…

A: Data given Diameter of the Duct =D = 2m Temperature in the duct T = 20°cspecific gravity s = 0.7

Q: A small stream has a cross section which can be approximated by a trapezoid. The cross…

A: Q= 1nAR23S12=100 m3/s ⇒AR(2/3)= 2 ⇒A53P23= 2

Q: A spherical shell made of a material with a density of 1600 kg/m3 is placed in water. If the inner…

Q: The rotation of a flywheel is defined by the rotation ω = 2(4t + 1)1/2, where ω is in rad/sec and t…

Q: A steej two fixed points. The tensile force in the rod at 70°F is 1200lb. If a = 6.5x10-6/°F and E =…

Q: 16N, 6 = 7. For a vertical retaining wall 5 m high with level backfill and the properties y = 32°, &…

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

Q: From the beam and loading as shown: 140 KN/m FIGURE 14 (B) 0.5 m 0.2 m Derive the expression for the…

Q: For the beams shown in below, determine the displacements and rotations of the nodes, the element…

Q: H.W: Given Q=12.5m³/sec, Z=1, n-0.0225 and S,-30cm/km. Design the canal cross-section and check the…

A: Answer We are given Flow rate in canal Q = 12.5 m3/s Side slope Z = 1 Manning's coefficient n =…

Q: Problem 4 Design of Flexural Members A W 16 x 26 is used for beam AB as shown in the figure. Service…

Q: Solve for deflection of the beam

Q: The lower ends of the three bars in the figure are at the same level before the rigid homogeneous W…

A: Given data in question Steel and bronze wire Load Area Modulus of elasticity Coefficient of…

Q: Design a corbel to carry a load of 300 kN at a distance of 200 mm from the face of a 350 mni x 500…

Q: FIGURE 4 10. Refer to figure 4. 10 kip Determine the maximum shear stress developed in each…

A: As in given data Force is given in Kip where diameter of bolt is given in cm d = 2cm = 0.02m d =…

Q: If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in…

A: Bearing of Line AB in WCB = 200°35' Bearing of line AC in WCB = 280°15' Length of line AB= 530.68…

Q: 2- Calculate the Design moment strength for the shown floor system. Span is 34 ft and: f=40,000 psi…

A: The given data is: Span length=34 ft fy=40,000 Psi fc'=4000 Psi bw=12 " hf=3"

Q: 1. Calculate the forces acting on each of the members. Neglect the weight of the membe -2 m 3m 1.5 m…

A: To find force acting at each joint

Q: Problem 4: Find the smallest force P to cause the crate to move upward. Given: lo = 2.5 m, Ir = 2.4…

Q: LENGTH OBSERVED BEARINGS LINE CORRECTED BEARINGS BACKWAR FORWARD FORWARD ВАСKWARD (m) D S 70°12' E N…

Q: 2. A cantilever one-way slab having

Q: Q1: Consider the gravimetric concrete dam shown in Fig. 1. (a) Draw the flow net for the case shown…

A: Gravimetric concrete dam A gravity dam is a structure composed of concrete or stone masonry that is…

Q: The rollers attached to rod AB can slide freely along the horizontal floor and the vertical plane.…

A: Given That -

Q: 2 k/ft -10 ft -20 ft- 15 ft

Q: A prestressed beam has a width of 300 mm and depth of 600 mm. It is subjected to a bonded prestress…

A: Given : Width of prestressed beam, b = 300 mmDepth of prestressed beam, d = 600 mmCross-sectional…

Q: From your knowledge and experience, what can you conclude about the Determination of Normal…

A: Determination of normal consistency of hydraulic cement is for the purpose to check at which optimum…

Q: The angle of inclination of the roof is 20 degrees. Span length (distance between truss or rafter to…

Q: Consider a system where a horizontal, laminar, separated flow of air and water at 100 kPa pressure…

Q: A solid circular bar ABCD with fixed supports is acted upon by torques T, and 2T, at the locations…

Q: Convert the following moisture content as indicated. Show your solutions. 18% wb to MCdb 26% wb to…

Q: Calculate discharge for a rectangular Sarda fall having Crest length 10 m Top width 3m and Depth of…

A: step 1-

Q: Scoop Ridge -1000 WEL 1 g00- Parker's Ranch -700 WELL 2 I -600 O welL A3 500 Limita of Parker Raach…

A: Artesian flowing well is a well drilled in an aquifer where the pressure of the aquifer forces the…

Q: Problem 1. Write shear and moment equations for the beam loaded as shown in figure below. Also, draw…

A: Loading is change at support A & B At shear force is zero, Bending moment is maximum.

Q: Ordinates ofg 2-hr unit hydrograph are given below.

A: Time (hour) UH (m³/s) 0 0 1 65 2 155 3 255 4 405 5 635 6 855 7 805 8 505 9 455…

Q: Draw shear force and bending moment diagram by using equation method. 20 kN 20 kN/m 4 m 2 m

Q: A small stream has a cross section which can be approximated by a trapezoid. The cross…

Q: 1) Properties of soil and concrete Osal 4m 9 = 30° Cohesion =0 Coefficient of base friction = 0.50…

A: A retaining wall is there and all the information regarding this is provided in the question we need…

Q: 2. For the figure shown below, determine the following; (60 points) a. Maximum tensile stress b.…

A: We have to determine the value of maximum tensile stress and maximum compressive stress and…

Q: A Determine: al The support and joint reactions. The stress resultants in beam BD. 3L F mFL-

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

A prismatic bar ABC is subjected to an axial load
of 25 kN; the reactions R, and R, will be
'A
+ 25 kN
Rc
RA
E 2 L
3L-
(a) Ra
15 kN
to is
= - 35 kN
= – 10 kN and R.
%3D
(b) RA
= 10 kN and R.
(s)
(c) R, = -15 kN and R.
10 kN
A
(d) RA = 15 kN and R.
supe
= – 40 kN
16 10

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 by step

Solved in 2 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

Determine the support reaction Rc, in the simply supported beam shown below. Your answer should be in terms of W, L and a. W BY Ro Rx A. Rc-3W OBRC=WaL OC Re WaL OD Rc=-W O E. Rc=3W은 %3D F. Re=w
O a) 0 ОВ) 10.5 ОС) 19.5 O D) 6 Tо) 4
A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly distributed upward loads as shown. Determine the values of wec and WDE corresponding to equilibrium when WA = 750 N/m. 1200 N/m 20 C WBC ADA A 0.6 m- B' 0.8 m The value of WDE is The value of wBc is [ -3.1 ms -6 m- N/m. N/m. D (DE 1.0m E F
If the weight of the W in the following figure is 135 KN. determine (By) the component of the pin reaction at B on member AB. Given : a = 1.4 m and b = 0.7 m b B b „Cords 4 3 12 a w A •x A. By = 67.50 KN B. By = 54.00 KN C. By = -51.44 KN D. By = -67.50 KN
7. Distributed Loads A beam supports a distributed load as shown. (a) Determine the equivalent concentrated load (b) Determine the reactions at the supports. wB = 4500 N/m WA = 1500 N/m %3D A -L 6 m-
A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve the value of Ely', 3m from the left support. O -18kNm^2 O-99kNm^2 O OkNm^2 O 81kNm^2
Radius = 2 Find normel stress at pointA ? Find sheun stren at point A ? pnt A in
A massless beam supports a dis- tributed load as shown. Determine the equivalent con- centrated load and the reactions at the x = -5 m supports. F = 3.0 N/m x = -5 m x = 0 m F = 36.0 N/m x = 5 m x = 5 m
THE RIGID BARS SHOWN ARE SEPARTED BY A ROUER AT C AND PINNED AT A & D. A STEEL ROD AT B HELPS SUPPORT THE LOAD OF 75 KN. compUTE ThE VELTICAL DISPLACEMENT AT C. STEEL ROD E = 200,000 MPa A = 400 mm? L = 4 m D 3.5m 2m || =l|
From the given Figure and data below. Determine the a. P so that the structure is stable (in equilibrivum) b.Draw the FOD OF the member BC C. Rea ction at A Weight of the member AB and BC :50 kg M at C =0.5 %3D 3 m A 1.5 m 30° Mx- D.5
Solve force in AB & B C 0 =35° B = 40° 1 A B B 10 kN
Analyze the given structure: 12KN E 12KN 12KN 3m A 2m 2m 2m D Solve: 1. Member forces for EF GC BC