Compute the flexural stress (MPa) in the steel for the beam shown using transformed-areamethod. Area of 1-#25 bar is 510 mm? and for 1-#29 bar is 645 mm? . Assume cracked section.2 #2570 mm560'mmM = 275 kN-m700 mmn = 84 #2970 mm- 400 mmNote: consider the tension steel Determine the location of the Neutral axis (mm) from the top of the beam shown using thetransformed-area method. Area of 1-#25 bar is 510 mm? and for 1-#29 bar is 645 mm? . Assumecracked section.2 #2570 mm560'mmM = 275 kN•m700 mmn= 84 #2970 mm400 mm

Answered: Image /qna-images/answer/1affda7d-560a-4eca-a889-692c1c8576a2.jpg

Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method. Area of 1-#25 bar is 510 mm and for 1-429 bar is 645 mm? . Assume cracked section. 2 #25 70 mm 560'mm 700 mm M = 275 kN-m n= 8 4 #29 70 mm -400 mm - Note: consider the tension steel

Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method. Area of 1-#25 bar is 510 mm and for 1-429 bar is 645 mm? . Assume cracked section. 2 #25 70 mm 560'mm 700 mm M = 275 kN-m n= 8 4 #29 70 mm -400 mm - Note: consider the tension steel

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: The rigid beam is supported by a pin at A and wires BD and CE (made of steel, E=200 GPa, and the cro...

Q: Example 5: Given the data for precipitation in a watershed below. Compute for the average precipitat...

Q: ACTIVITY 5- Truss Analysis Analyze the loaded truss as shown. Be guided as follows: a. Solve for the...

Q: 13. A 300mm diameter test well penetrates 27m below static water table. After 24 hours of pumping at...

Q: The figure shows a set up with a vessel containing a plunger and a cylinder. What is the pressure (P...

A: The values and diagram given in the question are as follows weight of plunger=10 pounds Area of cyl...

Q: Differentiate contractual obligations of parties between a main contractor and an employer (client) ...

A: A lawful consideration and lawful object and which are not expressly declared to be void by any stat...

Q: C 2 m 2 m 6 kN Prob. F3-2 F3-3. Determine the force in each member of the truss and state whether it...

Q: 1. What is the importance of moisture content determination? 2. Define “dried to constant weight...

A: 1. What is the importance of moisture content determination? The quantity of water contained in the...

Q: 2. How do lonic bonds and covalent bonds differ?

Q: For the stratified soil shown, the following soil properties are given: , Thickness (m): H= 1.20 H4 ...

Q: 1. A flow in which the quantity of liquid flowing per second is flow. constant, is called A. O Stead...

A: Answer:- A Explaination: A flow in which the quantity of the liquid that is flowing per second is co...

Q: Question) Discuss the Plastic hing Lenqth Cep) far this case;- Simply supportedwith two Cancentrated...

Q: Q. In a tri-axial test for a normally consolidated soil, the normal stress at failure is equal to 45...

A: Given, At failure plane,normal stress, σ =450 kPashear stress, τ=350 kPa

Q: 4 kN.m 4 kN.m A B 4 m

Q: dinate rd Curve Forward Tangent PT R R Backward Tangent

A: As there are multiple questions posted, according to the guidelines, only the first is being answere...

Q: Sketch the cross-sectional picture of a W8x67 sitting on top of a W16x26 (the vertical centerlines a...

Q: ACTIVIJ', 200N Me 0.20 30N sの3e REA'O: a, T, ¿ Tz ム。

Q: 20KNE 320KN

Q: Situation 1 - a. A soil sample has specific gravity of 2.7 and unit weight at zero air voids 15.08k...

A: Given that, specific gravity, G = 2.7 unit weight at zero air voids, γd = 15.08 kN/m3 The void rati...

Q: lid ratio of the sol sample f the soil sample? of the silty sand is 16.85

Q: 6. A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a dime...

A: In cantilever beam, maximum deflection will occur at free end (point B). By using virtual work metho...

Q: Discuss the difference between the experimental and computational member forces.

A: 1. The experimental member force is obtained by performing the experiment in the laboratory for any ...

Q: A bolt is more than 8 feet long. O True O False

A: This statement is false.

Q: Paolo owns a hydroelectric power generating system as shown in HG008. Water flows from an upper rese...

Q: 4. How does the internal structure of a mineral relate to its external appearance?

A: Minerals make up all stones excluding obsidian and coal. Many rocks include a variety of minerals in...

Q: 2n 4m E 4P 4200 kN = 100 MN. Stress ARea = bh 6 = 0.5M h= ? StRess in members AD. co and CE A= bh

A: To find the the (h) for the given members-

Q: 2. Given the truss below, calculate the forces in each member in kN. Indicate also if the member is ...

A: calculate the forces in each member in kN. Indicate also if the member is on Tension or Compression.

Q: The cantilever beam shown in Fig(4) is reinforced by 3025mm bars at the support. Given: clear cover ...

Q: In the Given Rectangular Dam, determine the magnitude of the resultant R and where it intersects the...

Q: A 75 mm x 75 mm wooden block in cross section is subjected to a load P of 300 kN. The plane A makes ...

A: Given data: Wooden block dimensions 75 mm x 75 mm Load=300 KN

Q: Q2) The rainfall data in (mm) for the last (10) years is as follows: 988, 966, 1015, 977, 1045, 1100...

Q: Determine support reaction

A: To find : We have to find support reaction Explanation : We took help of three known equilibrium co...

Q: 1. Find the centroid of the given section. 2. Find the value of moment of inertia w/ respect to the ...

Q: An overhanging beam of channel section supports a uniformly distributed load of 10 kN/m and a concen...

Q: is performed in a simply-supported reinforced concrete beam, it yields the following values of un-f...

A: Given:- Floor Dead Load = 80 kN, Floor Live Load = 10 kN/m, Wind Load = 60 kN, and Earthquake Load =...

Q: right

Q: 1. A simply supported beam carrying trust made of acacia. Determine the most economical size of beam...

Q: Situation 1. Refer to the FIgure. 1. Determine the hydrostatic force due to glycerin. 2. Find the...

Q: 5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (abo+SN) KN B C 144 KN 120 KN _96 KN IN R 5.0m 4.50 m 4.20 m

Q: Determine the stability of the wall in different conditions mentioned down in table and provide a sp...

Q: what is the status of contract which it is impossible to perform in civil engineering?

A: We have to determine the status of the contract or what is to be called if it is impossible to perfo...

Q: how the derivation of the girth and longitudinal stresses of the thin-walled cylindrical container s...

A: The given data is: The pressure inside the cylinder=p The inside diameter of the cylinder=d The thic...

Q: A cylindrical steel has a length of 3.0m. It weighs 1,000 N and has specific gravity of 7.5. Determi...

A: Please refer the attached image for complete solution. THANK YOU!

Q: A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the f...

A: Given, Mass of the soil sample (M) = 500 g Sieve No. 4 10 20 40 60 100 200 Pan Opening (mm) 4.7...

Q: constant head test is performed on a certain sample. A total of 123 cc of water is collected after 2...

Q: 9. A cylindrical pressurized air freshener container of height 100 mm and diameter 50 mm has flat en...

Q: From the table below, compute the catchment volume from the total data of precipitation, runoff, gro...

A: Given, Event Jan Feb March April May June July Sept Oct Nov Dec Precipitation 1003 2500 1800 40...

Q: What are mass or weight properties? Derive the formula used in determining the unit weight or densi...

Q: An embankment with a total volume of 50000cu.m is to be constructed as a part of highway project. Th...

Q: U4.3 1 m A rectangular gate 1.6 m wide is used as a partition as shown. One side has linseed oil fil...

A: We will draw pressure diagram

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

Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area
method. Area of 1-#25 bar is 510 mm? and for 1-#29 bar is 645 mm? . Assume cracked section.
2 #25
70 mm
560'mm
M = 275 kN-m
700 mm
n = 8
4 #29
70 mm
- 400 mm
Note: consider the tension steel

Determine the location of the Neutral axis (mm) from the top of the beam shown using the
transformed-area method. Area of 1-#25 bar is 510 mm? and for 1-#29 bar is 645 mm? . Assume
cracked section.
2 #25
70 mm
560'mm
M = 275 kN•m
700 mm
n= 8
4 #29
70 mm
400 mm

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 6 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

y-axis Q= 950N %3D P= B0ON 30° -> T= 100N 1axis 2= 300N 20 %3D NS-15 KN y componente oF all the forces abově. Express your answers in Newtons and indicate the Diredion. Fx = 300N> V Solve the x and %3D eg. Fy = 600 N
Compute the flexural stress (MPa) in the concrete for the beam shown using transformed-area method. Area of 1-#25 bar is 510 mm? and for 1-#29 bar is 645 mm? . Assume cracked section. 2 #25 70 mm 560'mm M = 275 kN.m 700 mm n= 8 4 #29 70 mm - 400 mm-
Use the method of virtual work to find the vertical deflection of the steel truss at joint A (in inches). The areas of all bars is 4.00 in². E=10,000 ksi. A 800lb -8' E B 500lb -12' D 10'
2- Find for the following function: dx A- y = 3cosx? B- y = x6. cscx
1. An angular section 120mm x 120mm x 10mm is riveted by a 22mm diameter rivets arranged as shown. Assume A36 steel with F, = 250MPA, F, = 400MPA. Diameter of hole is 3mm bigger. 60mm 40mm 120mm | 10mm 60mm >T 40mm 10mm 60mm 60mm 60mm 60mm a. Determine the capacity of the section based on yielding of gross area. b. Determine the capacity of the section based on tensile fracture of the net area. c. Determine the capacity of the section based on block shear failure.
Determine by integration the centroid (?̅, ? [y bar]) ofthe shape in the figure (to the right).
>10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the members
dy Find for y = x² - dx x-1
A trapezium ABCD has smaller side AB parallel to the bigger side CD. Side AD makes an angle of 45 from the side CD while side BC makes an angle of 60 with side CD. If AD = 1 cm, compute the value of the side BC. a) 0.816 b) 0.678 c). 0.789 d). 0.890
Find the slope and deflection at point D using Conjugate beam method E= 12GPA Square dimensions= 300mm both sides I at AB= 2 I at BC= 1 I at CD= 3
Solve (step-by-step) the centroid location with the reference lines provided (a and b for each figure).
The symmetrical two-pinned arch shown in Fig. P.16.22 comprises two segments each having a radius of 8 m. Calculate the horizontal reactions at the supports and the bending moment at the crown; the section properties are uniform throughout. Ans. 20.4 kN, 58.7 kNm.