B1 A rectangular tubular column has the following properties:Nominal Width Along the X-Axis = 100 mmNominal Depth Along the Y-Axis = 200 mm%3DWall Thickness = 12 mmArea, A = 6,710 mm^2Sx 308,076 mm^3Sy = 201,560 mm^3Which of the following gives the radius of gyration (mm) of the section about the Y-axis?77.5O 38.847.954.8 (continuation)Which of the following gives the maximum tensile stress (MPa) in the column given thefollowing:Axial Load, P = 320 kNEccentricity of Load, P, about the X-axis = 125 mmEccentricity of Load, P, about the Y-axis = 75 mmO 201.2O 228.7O 276.4248.9(continuation)Find the maximum load, P (kN), based on an allowable compressive stress of 108 MPa giventhe following:Eccentricity of Load, P, about the X-axis = 100 mmEccentricity of Load, P, about the Y-axis = 50 mmO 724.7149.6615.2254.9

Answered: Image /qna-images/answer/a5883dfe-30db-452f-a7cc-c730069630b6.jpg

A rectangular tubular column has the following properties: Nominal Width Along the X-Axis = 100 mm Nominal Depth Along the Y-Axis = 200 mm Wall Thickness = 12 mm Area, A = 6,710 mm^2 Sx 308,076 mm^3 Sy 201,560 mm^3 Which of the following gives the radius of gyration (mm) of the section about the Y-axis? 77.5 O 38.8 47.9 54.8

A rectangular tubular column has the following properties: Nominal Width Along the X-Axis = 100 mm Nominal Depth Along the Y-Axis = 200 mm Wall Thickness = 12 mm Area, A = 6,710 mm^2 Sx 308,076 mm^3 Sy 201,560 mm^3 Which of the following gives the radius of gyration (mm) of the section about the Y-axis? 77.5 O 38.8 47.9 54.8

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B Values:A = 9.4 MB = 5.5 MC = 10.6 KN/MD = 33 KN
A plate in the form of a parabolic segment of base 12 m. and height 4 m. is submerged in water. Its base is flushed with the liquid surface. Find the force on the face of the plate. a. 502.27 kN b. 753.41 kN c. 572.02 kN d. 741.35 kN
What's the Displacement of the beam in mm at 2.0 meters from C?
A 3.5m x 3.5m square plate was immersed in water such that two of its edges were vertical. In order for the center of pressure to be 80 mm from the center of gravity. a. How far below the water surface is the upper edge of the said plate? b. What is the distance of the center of the pressure from the free water surface? c. Determine the Hydrostatic force in kN acting on the plate.
Given the cross sectional area below. The horizontal neutral axis is 129.0mm fromreference corner 1. The moment of inertia around this neutral axis is 1073352100.6mm4. a) Draw the shear stress distribution of the section if there is a shear force on the sectionof 10kN.b) What percentage of the shear force is carried by the cross section between 2 and 3?
please answer with a neat solution and provide all answersA curved surface is formed as a quarter of a circular cylinder with R = 0.75 m as shown. The surface is w = 3.55 m wide. Water stands to the right of the curved surface to depth H = 0.60 m.Determine the magnitude and direction of the horizontal component of the hydrostatic force (in N) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer.Determine the vertical component of the hydrostatic force (in N) acting on the gate, indicate the direction by putting an U for upward and D for downward after your numerical answerDetermine the magnitude (in N) of the hydrostatic force acting on the gateWhat angle (in degrees) does the hydrostatic force F make with horizontal?
A rectangular plate was immersed in water such that two of its edges were vertical. If such is 3.5m long. a. How far below the water surface should its upper edge be submerged so that the center of pressure will be 20 cm from the center of gravity? b. What is the distance of the center of pressure from the surface? c. Find the width of the plate so that the total hydrostatic force on one side of it will be 1022.31 kN
A concrete dam retaining water as shown. If the specific weight of the concrete is 24 kN/m^3, determine the following (assume there is no hydrostatic uplift below the dam) Factor of safety against sliding, μ = 0.69 2.871 2.157 2.718 2.571 Factor of safety against overturning 4.329 6.343 6.433 4.293
Solve this section ratio problem
1.) A concrete dam retaining water is shown. If the specific weight of the concrete is 23.5 kN/m3. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe and that the coefficient of friction between dam and foundation soil is 0.45. What is the magnitude of the uplift force at the bottom of the dam? CHOICES: a.) 1530.10 b.) 3010.50 c.) 1,030.05 d.) 5030.10
Draw the energy grade line (EGL) and hydraulic grade line (HGL). Explain them fully.
note: a = 3.7 m b = 31.0 kN/m c = 35 kN