Answer asap. Determine the axial stresses of the following truss members: (IJ, CD, CI). Use 400 mm^2 for members in tension and 325 mm^2 for members in compression. Assume all members are pin-connected. Determine the axial stresses of the following truss members: (JJ, CD, C₁)Use 400mm² por members in tension and 325 mm² for members inCompression. Accome all members areZkN50mDAZKNbHB10 mPin - connected.1.50 KN 1KNatH(5 @ 2 meters1KNF

Answered: Image /qna-images/answer/3094f8f2-e7a3-4ec7-bf6e-4cdf8665dfd5.jpg

Determine the axial stresses of the following truss members: (JJ, Co. C Use 400mm² members in For members in tension and 325 mm² Compression. Accome all members are ZEN 50m Da ZkN 8 10 m fo por Pin - connected. 1.50 KN 1KN at (5 @ 2 metters 1KN

Determine the axial stresses of the following truss members: (JJ, Co. C Use 400mm² members in For members in tension and 325 mm² Compression. Accome all members are ZEN 50m Da ZkN 8 10 m fo por Pin - connected. 1.50 KN 1KN at (5 @ 2 metters 1KN

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: UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Answer…

A: Solution: Given: P = 40 kN a = 25 mm b = 30 mm c = 70 mm

Q: The solid shaft is subjected to the distributed and concentrated torsional loadings shown, where T =…

Q: s carrying a total dead load of 64 kN/m and superimposed live load of 104 kN/m all over the span of…

A: Given:- 400mm x 600mm total dead load=64kN/m live load=104kN/m span=6.0m concrete strength=28MPa…

Q: 20 kNm Torque is applied to a shaft of 7 cm diameter. Calculate: (a) Maximum shear stress in the…

Q: 6. The beam shown in the figure carries DL= 10.5kN/m (including its own weight) and LL = 13.5kN/m.…

Q: Design an outfall circular sewer of the separate system for a town with a population of 1,00,000…

A: Given, Population = 100000 Q = 180 L/capita/day S = 10/10000 = 1/1000 n = 0.012

Q: Maximum permissible speed on a railway track (BG track) is 100 kmph. calculate radius of the curve…

A: Given data in question Broad guage Speed To find out Radius of curve Degree of curve

Q: Figure 1.2 shows a floor plan consisting of a one-way slab spanning betweenbeams on grid lines A, B,…

Q: n ambulance with a siren emitting a whine at 1590 Hz overtakes and passes a cyclist pedaling a bike…

Q: Q1: Determine the Moment of Force F (100N) shown in fig. down about point (A) by 2 ways at least?…

Q: Given: D₁ = 10°30'; D₂ = 10°; I₁ = 15°; 1₂ = 16°; STA V = 00 + 876 STATION CENTRAL ANGLE PC-1 PC-PCC…

Q: why do the surfaces of reinforcing bars have rolled-on deformation?

A: Answer Since Reinforcing bars are provided in concrete to increase ductility of concrete structure…

Q: Find the coordinates of the centroid (x, y) of the given shaded shape. 1.5 in 1.5 in y 1.5 in 2 in…

A: Given the below diagram:-

Q: A test facility setup cost Rs 10,00,000 at the time of installation and its scrap value is Rs 50,000…

A: Given data- number of useful years-n=10 yearsscrap value S=Rs 50,000setup cost=Rs 10,00,000To…

Q: Briefly discuss the ENVIRONMENTAL PLANNING PROCEDURES in the philippines regarding ENVIRONMENTAL…

A: Environmental Planning Procedures is a assessment or framework which is required to be carried out…

Q: In a cantilever of span L subjected to a concentrated load of W acting at a distance of 3 from the…

A: given- cantilever beamspan=Lconcentrated load=W at distance of L/3 from free end

Q: A rectangular channel 3-m wide carries 4 m³/s of water in subcritical uniform flow at a depth of 1.2…

Q: 400 lb A (b) C 12 in. D 1600 lb 12 in. E G 12 in. F 400 lb 12 in. B 8

Q: Probl A closed tank filled with water is rotated about a vertical axis. D=4 ft, w = 10 rad/s. Find:…

A: Pressure : The force applied perpendicular to the surface of an item per unit area across which that…

Q: A two-dimensional conduit has the velocity distributions shown in figure (a) and (b). Calculate the…

A: Correction factor--- The mean velocity is defined for discharge. The momentum transfer rate and…

Q: Solve the problem using slope deflection method. Note: Show complete solutions and free body…

A: Solution: Solve using Slope Deflection method: Fixed end moment: Span AB & CD:…

Q: A. Determine the vertical component of the velocity of the ball (V3) after the first rebound if the…

Q: 2 in 3 in ... Determine the LRFD design strength and the ASD allowable strength of sections given.…

Q: Question 4 The steel framework is used to support the reinforced stone concrete slab that is used…

Q: In a furrow irrigation system, the following information is given • Length of a furrow = 200 m .…

A: Given,Length of furrow, l=200mInflow, Q=1.5 l/sFurrow spacing, w=80cmAverage infiltration depth,…

Q: Determine the centroid of the beam's cross-sectional area and then compute the moment of inertia…

Q: Determine the force in each member of the loaded truss. All triangles are equilateral with side…

Q: a) Draw the diagram of the normal forces in the structure. b) Draw the diagram of average axial…

A: The values and diagram given in the question are as follows: Poisson's ratio()=0.33 Modulus of…

Q: A standard 8 in. x 4 in. x 2.5 in. brick is compressed lengthwise by a force P, as shown. If the…

Q: When the reading was taken on a staff held at a point of known elevation of 123.45 m, the staff…

A: Given data- Elevation, Reduced Level RL=123.45 m Staff reading, Back Sight BS=1.875 m To Find- The…

Q: Two shafts of solid circular cross-section are identical except for their diameter 'd,' and 'd'.…

Q: As an environmental engineer, what could be your proposed model for a sustainable and effective…

A: Answer Our modern lifestyle provides us the luxury of using various products to make our lives more…

Q: A simply supported wood beam with a span of L = 14 ft supports a uniformly distributed load of wo =…

A: Allowable bending stress = 1.8 ksi = 1.8 × 103 lb/in2

Q: A beam of T-section has I = 1000 cm4 and depth 10 cm. Flange of the section is in tension. If the…

Q: Determine the centroid of the beam's cross-sectional area. 80 mm 40 mm 40 mm 10 mm y 30 mm X 20 mm

A: both the x coordinate and y coordinate are calculated with reference to x axis and y-axis

Q: A valley curve is formed by a descending gradient of 1/25 and an ascending gradient of 1/30. Design…

Q: 18. The beam is pin supported at A and roller supported at B. It carries a distributed load q = 8.0…

Q: Derive trapezoidal speed time curve

A: Answer To derive the trapezoid speed time curve we need to draw trapezoidal plot between speed and…

Q: A beam of square section of the side 'a' is placed such that (i) two sides are horizontal (ii) one…

Q: The area of a certain district is 14000 sq.km and there are 15 towns as per 1981 census. What is the…

A: Given- Area of district A=14000 sq km15 towns as per 1981 census

Q: The plate has original dimensions 40 e strains Ex, Ey, and €₂?

A: We knowεx=σxE-μEσy+σz

Q: ous beam with pin supports at the am 40KN 2m 200KN MENT EQUATION ent diagrams 2m

Q: A steel pipe column is supported on a circular steel base plate and a concrete pedestal. Column ends…

A: Given : A steel pipe column is supported on a circular steel base plate and a concrete pedestal.…

Q: Determine the force in members HI, IE, and ED (shown in green) and state whether they are in tension…

A: Given data:- Below truss figure is shown in question;

Q: If d = 1 m, and 6 = 30°, determine the normal reaction at the smooth support A if P = 400 N. Neglect…

A: Given :

Q: The Horton's infiltration equation for a basin is given by f= 6 + 15 e-2t where fis in mm/hr and t…

A: Given data: f=6+15e-2t

Q: A compound steel column consists of two square concrete segments is shown in Figure Q4(b). Segment 1…

A: The sign convention of torsion can be explain by right hand thumb rule. When thumb point inward it…

Q: Q.17 The maximum bending stress is 0039 A w/m m L P Od

Q: der that the

Concept explainers

Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.

Question

Answer asap. Determine the axial stresses of the following truss members: (IJ, CD, CI). Use 400 mm^2 for members in tension and 325 mm^2 for members in compression. Assume all members are pin-connected.

Determine the axial stresses of the following truss members: (JJ, CD, C₁)
Use 400mm² por members in tension and 325 mm² for members in
Compression. Accome all members are
ZkN
50m
D
A
ZKN
b
H
B
10 m
Pin - connected.
1.50 KN 1KN
at
H
(5 @ 2 meters
1KN
F

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

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

The cables AC and BC supports a load W with L= 20m a. If x1 = 7m and d= 2m what is the normal stress at both cables when loaded with W=60kN with cables’cross sectional area is 20mm2
The unsupported length without side braces 600 cmThe two ends of the column are respectively connected with the other column and the second beam (on the same plane), and the section design and length of the column and the beam are the same. fy = 4200 kgf/cm^2 , fc′ = 350 kgf/cm^2 , D32 is used as the main reinforcement (db =3.22 cm, Ab =8.143 cm^2). Calculate the maximum design bending moment (Mu) and the design axis of the section Force (Pu).
A Howe scissors roof truss is loaded as shown. Determine the forces in members GI, HI, and HJ. F1 =2kN h = 1.5m
A horizontal beam AD is supported by an inclined strut CB carries a load W = 2.4KN at the position shown. The strut which consists of one bar is connected to the beam by a bolt passing through the three bars meeting at joint C. BC is 75mm wide and 10mm thick strut while AD is 100mm wide by 10mm thick rigid bar. (a)What is the minimum required bolt diameter in at C if the allowable bolt shear is 68MPa? (b)Determine the stress in strut BC. (c)Determine the bolt stress at A if its diameter is 20mm.
The frame is composed of members connected byfrictionless pins. Draw free-body diagrams of each mem-ber and determine the forces applied by the pins to themembers.
a roof truss si shown in the fig. and loded as such. if force P=90.72kN, find the force in member BC (in kN). Neglect H1, H2, H3. use a=3m, b=3m.
Calculate for the following member forces of the frame shown below using Portal Method. a. Shear at column FE, VFE in kN b. Shear at column ED, VED in kN c. Shear at beam FC, VFC in kN d. Moment at A, MA in kN-m e. Moment at girder KH, MKH in kN-m
Find the max tension on member DI in kN. Put "0" if none. a= 4.5m b= 4.8m c= 50kN d= 68kN
The 7/8-in.-diameter pins at A andC that support the structure are insingle shear. Find the largest forceF that can be applied to thestructure if the working shear stressfor these pins is 5000 psi. Neglectthe weights of the members
The horizontal platform ABCD has a 300 lb weight actingvertically through its center. The platform is held in equilibriumby hinges at A and B and by brace CE (brace DE has beenremoved). The hinge at A acts as a journal bearing and does notexert an axial force. Determine the reactions at the hinges andthe force exerted by the remaining brace CE Please provide an FBD and show all written work, thank you!
Three rods each with area of 250 mm² jointly supports a 9.5 kN load. Assume that there was no slack stress in the rods before the load was applied. E(steel) = 200 GPa, E(bronze) = 83 GPa. The steel supports the load vertically while the two bronze are opposite each other inclined at an angle 30 from the vertical forming a triangle to the common support.1. Find the load carried by the steel rod if it is 3 meters long. a. 3.236 kNb. 5.124 kNc. 6.174 kNd. 6.147 kN2. Find the stress in each bronze rod. a. 6.78 MPab. 7.68 MPac. 5.4 MPad. 7.10 MPa3. Find the elongation of the steel bar. a. 0.370 mmb. 0.124 mmc. 0.356 mmd. 0.427 mm
A bridge girder AB on a simple span oflength L =14 m supports a distributed load of maximumintensity q at mid-span and minimum intensityq/2 at supports A and B that includes the weight ofthe girder (see figure). The girder is constructed ofthree plates welded to form the cross section shown.Determine the maximum permissible load q basedupon (a) an allowable bending stress σallow =110 MPaand (b) an allowable shear stress τallow = 50 MPa.