answer item 3 onlyDiameter 100.5mm thickness 10.25 mmaxial stree 451 mpa A truss was made of circular hollow steel with an outside diameter of 100 mm (plus half of the lastdigit of your ID No., mm) and 10 mm thick (plus quarter of the last digit of your ID No., mm). It wassubjected into different loads, as shown in the figure below. Using axial stress of 450 MPa (plus lastdigit of your ID No., MPa) for member a, determine the following:1) Load P (kN).2) Axial load (kN) held at member a and state whether compression or tension.3) Axial deformation (mm) at member b considering its maximum endured load.4) Maximum shearing stress (MPa) due to the endured axial load exerted in member c,considering that it could produced moment due to applied torque with an eccentricity of 150mm from the centroid of member b.5) Shear modulus (GPa) of member b if the torque applied produced a maximum angledeformation of 5°.2P5 mbЗРЗРЗР4 panels at 3.5 m

Answered: Image /qna-images/answer/79b0ee29-6a32-45b2-b58e-f37fd1148415.jpg

Answered: answer item 3 only Diameter 100.5mm…

Engineering

Civil Engineering

answer item 3 only Diameter 100.5mm thickness 10.25 mm axial stree 451 mpa

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

See similar textbooks

Related questions

Q: Define the inside clearance and outside clearance for sample ?

A: Introduction : The difference in inside diameter of the cutting edge and the sampler to the inner…

Q: Bl 0.25 radi 7 m 0.25 m radius F E

Q: a) Compute the difference in elevation between A and B. b) Compute the difference in elevation…

Q: Q\ A longitudinal section survey was conducted for the purpose of implementation of the sewer pipe…

A: With the use of Height of Instrument Method ,One can get the Elevations and Then the Profile can be…

Q: 4 KN 2 KN 10 KN

A: Solution

Q: Rod Readings Diff. in Elevation Reduced STA BS IFS FS Rise Fall Level 1.28 ВМ 100 2.32 0 + 00 1.74 +…

Q: The maximum distance of a 1 1/4 inch trap from a vent is 3' 5' 2 4

A: There are protecting vents fitted at fixture trap such that the slope and distance from the traps…

Q: 4 kN -9 m

Q: . Which of the following conditions is taken nto account in case of most economical ircular channel…

A: To find : Which will be most economical.

Q: Explain Ground freezing technique.

A: Ground freezing is a technique of soil stabilisation conducted by continuous soil refrigeration.

Q: In which situations are wet ESPs (WESPs) used?

A: Solution: A wet electrostatic precipitator often used to PM emissions in the exhaust gas streams…

Q: Determine the friction force between the block and the surface after P was gradually increased from…

Q: Why Vicats apparatus is used ?

A: Vicat apparatus consist of frame to which is attached a movable rod weighing 300 gm and having…

Q: A circular duct measures 51⁄2 inches in radius and is 30 inches long. It has a5⁄8-inch lap seam and…

A: Consider the given data A circular duct measures 512inches in radius and is 30 inches long. It has…

Q: Draw HGL (Hydraulic Grade Line) and EL (Energy Line) for the given situation. It can be NTS (Not to…

A: Drawing of EGL and HGL####

Q: If the median size of bed material of a natural channel is 2 mm, then the Manning's n for the…

A: Size of bed material d=2mm

Q: 32 kN 24 kN H 57 kN F 16 kN 7 kN В 17 kN A G 24 kN

Q: Define the term Seismic Refraction.

A: At layer interfaces, the seismic signal is reflected back to the surface, and noted at distances…

Q: 1000 500 200 400 600 800 1000 -500 -1000 lative volume (BCM)

A: The figure given in the question are shown below

Q: 100 mm w kN/m 150 mm 250 mm 2 m

A: Solution

Q: Abeam has a height of 710 mm and a width of 350 mm f'c = 28 MPa, fy = 420 MPa, and two layers of dia…

A: Given B×D=350×710mmfck=28MPafy=420MPa

Q: 49. What is the problem of rehabilitation? А. Unique B. O Submerged C. Lined D. O Layered

Q: points 1 and 2. 8 ft 8 in. diam 4代 Water

A: Given:- The rate of discharge of water by siphon = 2.80 cfs = 2.80 ft3/sec The diameter of the…

Q: r is designed to ca 20KN. Using allow 20MPa and ỢC = 6

Q: 1.5 m 1.2 m 0.3 m

Q: Techniques

A: The single sideband technique is a technique which is used for transmitting information like an…

Q: PROBLEM 2: A stone is thrown upward from the ground with a velocity of 15 m/sec. One second later…

Q: kN to m3 150 lb Convert: ins

A: To convert the unit system from lb/in3 to kN/m3. Given, To convert: 150 lbin3 to kNm3 To perform…

Q: Table Q2(b) shows booking of a two-peg test. i). Calculate the reduced levels of point B ii).…

Q: Define Passive Condition

A: Passive Condition: It is the condition when soil moves away from the soil, due to the seismic load…

Q: A 150 200 200 100 150 23. Determine the net area for ABCD. Thickness of plate is 10mm and the…

Q: Relating to interceptor drains for highway and airfield pavements: (a) Outline the traditional…

A: The Comprehensive Annual Financial Report (CAFR) is given below as, A report being prepared and…

Q: 1. Calculate the discharge through a 90 mm © sharped edge orifice. Assume Cd = 0.65.

A: Given data- Sharp Edge Orifice- Diameter of orifice (D) = 90 mm =0.090 m Coefficient of discharge…

Q: H.W/ A longitudinal section survey was conducted for the purpose of implementation of the sewer pipe…

A: Backsight of reading taking o position of the known coordinates. Backsight is reading looking…

Q: Rod Readings Diff. in Elevation Reduced Level STA BS IFS FS Rise Fall ВМ 100 0 + 00 1.28 100 2.32…

A: Given that the plotted details of Reduced levels of a given field. Question being asked here to draw…

Q: Define artificial rain

A: Arificial Rain

Q: ANALYZE TAE #Rame us (NG PORTAL METHOD 3m 40KN E G 3m Am 5m

A: The assurance of the effects of loads on real designs and their parts is achieved by structural…

Q: identification 1. It is soil classification that has size limit greater than 4.75mm but less than…

A: To find Classification of soil on the basis on size.

Q: What is the sensitivity of a level vial with 2-mm divisions for (a) a radius of 40.4 m(b) a radius…

A: Sensitivity of level tube is given by ϕ=dR(206264.80'')d=2mm

Q: SEATWORK NO. 1 3. If gage A reads -20 kPa, determine the elevations of points L, N, Q and D. 2 El.…

A: Consider the given data Pressure of gauge AP=-20 kpa=-20×0.14503=-2.90 psiSpecific gravity of…

Q: \begin{array}{r}3 \frac{4}{5} \\-1 \frac{1}{3} \\\hline\end{array}

A: To find:- Subtraction

Q: Uge The Area- deflechien abor <how below

Q: Layer No. Thickness Soil properties Ym = 106 pcf Ysat = 112 pcf Depth of Points Depth of A=8 ft…

A: unit weight of water = 62.43 pcf

Q: CONVERT: 6.5 psig to MPaa 330 mm Hggauge to mm Hgabs and kPag

A: It is required to convert From 6.5 psig to Mpa and 330 mm Hg gauge to mm Hg absolute and kPa

Q: The seawall shown below consists of a flat section AB = 3-m with another section, BC,

A: F1 =Force on flat portion = Pc . A =γω .hc A = 9.8153×5 =735.75 KN F2 = Force on…

Q: its PVI at elevation 264.9 from PVC. decimal places.

Q: Define The depth of the loaded area below the ground surface

A: depth of the loaded area below the ground surface Whenever a heap is applied to soil, it is conveyed…

Q: most efficient rectangular channel

A: A section is said ti be most efficient if for a given area,the discharge carrying capacity is…

Q: Rod Readings Diff. in Elevation Reduced Level STA BS IFS FS Rise Fall ВМ 100 0 + 00 1.28 100 2.32…

A: Question being asked here to draw the plot detalils of given surveyed layout

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

answer item 3 only

Diameter 100.5mm

thickness 10.25 mm

axial stree 451 mpa

A truss was made of circular hollow steel with an outside diameter of 100 mm (plus half of the last
digit of your ID No., mm) and 10 mm thick (plus quarter of the last digit of your ID No., mm). It was
subjected into different loads, as shown in the figure below. Using axial stress of 450 MPa (plus last
digit of your ID No., MPa) for member a, determine the following:
1) Load P (kN).
2) Axial load (kN) held at member a and state whether compression or tension.
3) Axial deformation (mm) at member b considering its maximum endured load.
4) Maximum shearing stress (MPa) due to the endured axial load exerted in member c,
considering that it could produced moment due to applied torque with an eccentricity of 150
mm from the centroid of member b.
5) Shear modulus (GPa) of member b if the torque applied produced a maximum angle
deformation of 5°.
2P
5 m
b
ЗР
ЗР
ЗР
4 panels at 3.5 m

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 3 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

What maximum load P can be applied without exceeding an allowable stress of 70 MPa for aluminum or 120 MPa for steel? Can a larger load P be carried if the length of the aluminum rod is changed. the length of the steel portion being kept the same? If so, determine this length
A rectangular beam has a width of 300 mm and an effective depth of 500 mm. It is reinforced with 4-32mm Ø bars at the tension side and 2-16mm Ø bars at the compression side. Top bars are placed 65mm from the top of the beam. fc =25 MPa, fy = 415MPa. What is the resulting stress in the reinforcements for tension?
A beam has a width of 200mm and a height of 250mm and is loaded as shown. Compute the maximum shear stress. Show computation and present detailed drawings/FBD’s illustrating your solution.
Given are the following: fc’ = 55 MPa fpu = 1,350 MPa Aps = 1,500 mm2 fpy = 1,100 MPa Use bonded tendons as prestressed reinforcement. Determine the nominal moment strength. (kN-m) Refer to the figure shown below.
Calculate the maximum stress in a 5mm thick steel plate with an 18 mm diameter round hole, given h gross = 12cm and the tensile load is 8.5 kN. (Submit answer in Mpa) Please solve carefully, Specifically Area calculation. Thanks
Situation 4. A cast iron link is 50mm wide by 250mm high by 550 mm long. The allowable stressin tension is 50 MPa and 85 MPa in compression. Assume that load P (tensile axialload) is placed at 30 mm distance from the neutral axis. A. What is the value of tensile normal stress in MPa? B. What is the value of bending stress in MPa? C. What is the value of the combined stress?
5. Find the maximum allowable value of P for the column. The cross-sectional areas and working stresses (??) are shown in Figure 3. 6. The wood pole shown in the Figure 4 is supported by two cables of ¼ inch diameter. The turnbuckles in the cable are tightened until the stress in the cables reaches 60,000 psi. if the working compressive stress for wood is 200 psi, determine the smallest permissible diameter of the pole.
Pls answer thank you! A cantilever member 40 mm long having a rectangular cross-section of 20 mm x 100 mm supports a load of 6,000 N. What is the maximum shear stress?
I need help on this question: a) Find strain energy for truss AC. The answer should be in J to 2 decimal places. (positive value indicates tension, negative value compression) b) Find strain energy for truss AB. The answer should be in J to 2 decimal places. (positive value indicates tension, negative value compression) c) Find Strain energy for truss BC. The answer should be in J to 2 decimal places. (positive value indicates tension, negative value compression)
A cast iron link is 50mm wide by 250mm high by 550 mm long. The allowable stressin tension is 50 MPa and 85 MPa in compression. Assume that load P (tensile axialload) is placed at 30 mm distance If the axial load P in Situation 4 is placed along the neutral axis and becomescompressive, A. What is the value of normal stress in MPa? B. What is the value of the combined stress?
The tower in Figure is subjected to three compressive forces 4kN, 5kN, 6kN at joints G, E and C respectively. Calculate the stresses in MPa in members AC, CE and FD if the cross sectional area of each member is 2000mm2. Indicate if it is a tensile or compressive stress. show complete solution and fbd
As shown in the figure, a beam has reinforcement at the tension of 9 - #40. The fc’ = 42 MPa, n = 7.85, and fy = 380 MPa.Determine the cracking moment (kN m) using solution 2 considering the uncracked section.