Find the design compressive strength of a WT12 x 81. The effective length with respect to x-axis is 25ft. 6in. The effective length with respect to the y-axis is 20 ft. and the effective length with respect to z-axis is 20ft. A992 steel is used.

Find the design compressive strength of a WT12 x 81. The effective length with respect to x-axis is 25ft. 6in. The effective length with respect to the y-axis is 20 ft. and the effective length with respect to z-axis is 20ft. A992 steel is used.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

See similar textbooks

Related questions

Q: I. Using the three moment equation, determine the moment at the center 1. 12 kip 3 kip/ft 6 ft 6 ft ...

A: To find Moment at centre

Q: Given that the diameter of all members cross-section is 32 mm. Determine the stress in member BD,CD ...

Q: A six-lane divided highway (three lanes in each direction) is on level terrain with 6 access points ...

Q: 1 [145 — 4у2]3 X = 3.

Q: What is the Maximum moment in kN-m. Given: w = 47, a = 4, b 3, and c = 2. w kN/m Stemt am b m Rp RA

Q: uble angle tie ISA 150x75 pack-to-back) of a roof tr ected to the same side o ivets 18 mm in diamete...

A: According to given data A double angle tie ISA 150x75x10 mm (short legs back-to-back) of a roof tru...

Q: The kinetic energy of a 4.0 kg object moving at 3.0 m/s is: 1. 12 J Lx2. 18 J 3. 36 J 4. 48 J

A: Mass of the object = 4 kg Velocity of object = 3 m/s Kinetic energy ,K.E. = 12mv2

Q: Situation 2: As shown in the figure, two blocks are connected by a light, flexible cord passing over...

Q: Problem 1: A new building site is very flat and, to avoid excessive excava- tion and possibly the ne...

A: As per the continuity equation, the discharge is constant throughout the length of the sewer, if the...

Q: Which conditions is favors lower evapotranspiration rate? O Low temperature and high humidíty O High...

Q: Determine the moment of inertia about j- axis of the built-up section made up of 2 back to back chan...

Q: Generate the stiffness matrix for the frame corresponding to three degrees of freedom 1, 2, 3.

Q: 6m hi 2.3m 6m dos 300mm 2m 3m 2m 45 45 6m 1.

A: Given Data ; tank 1 diameter = 6 m tank 2 dimension = (3m , 2m) water level diffrence = 2.3 m H1= 2....

Q: The same torque is applied to two tubes with identical metal sheets, determine the ratio of Tsquare/...

Q: THE TANK SHOWN IN THE FIGURE IS FABRICATED 1/8 inch STEEL PLATE. CALCULATE THE MAXIMUM LONGTUDINAL A...

A: Given data: Internal pressure =125 psi Thickness =1/8 inch Calculate : Longitudinal stress? Circumfe...

Q: For the built-up section shown, determine the following: a. Centroid of the Area, b. Moment of Ine...

Q: THE LAP JOINT SHOWN IN THE FIGURE IS FASTENED BY FOUR inch DIAMETER RIVETS. CALCULATE THE MAXIMUM SA...

Q: m2 water has to be transported to compensate for natural evaporation. The total evaporation per year...

A: According to given data For an irrigation project for an area of 10.000 km2 water has to be transpo...

Q: A trapezoidal channel is to be designed to carry 280m3/minute of water. Determine the cross – sectio...

Q: 4. For the system shown in the figure below: Datum 5.0 m 7.0 m 5.0 m a) Flow rate per meter length o...

Q: • Figure below shows a house floor which uses 50 mm wide x 150 mm deep timber joists spaced at 400 m...

A: This question shows a house floor with joist cross-section of 50×150 spaced at 400mm. Joist are equi...

Q: oblem 1. glecting the weight of the bar as shown in the figure, determine the stress in each rod if ...

A: Given data in question Length Area Coefficient of thermal expansion Change in temperature Span le...

Q: Find the tension of the cord that extends from point C to D and compute for stress experienced by th...

Q: Generate the stiffness matrix for the frame corresponding to three degrees of freedom 1, 2, A 3 B/ C...

Q: Inilet Outlet ht A k1 h2 The figure shows a layer of soil in a tube that is 100mm x 100mm in cross s...

Q: Sample Project: Steel Warehouse L=100m 100.000m Bay Spacing Isometric = 5m %3D 100.000m 30.000m 5.00...

A: 1) step-1: risk category 2 building step-2: basic wind speed= 130mph step-3: exposure of site is...

Q: Select all true statements. 1-Direct shear tests are useful to establish the Mohr-Coulomb envelope ...

A: according to the question; these are the true statements; statement 1 : Direct shear tests are usef...

Q: A circular hole is to be punched in a plate that has a shear strength of 40 ksi. The working compres...

Q: A 50 m run of core drilled horizontally from an underground drift allowed to recover 42 m of rock co...

A: Step 1: Rock Quality Designation: L- 50 m run of core drilled horizontally from Length recovered- 38...

Q: 3. From the following figure, find the concrete materials re- quired for the columns 9.00 meters hig...

Q: Solve this figure using Area Method 4 kNm hinge 2 kN/m By C 24 kN +2 mt5m 2 m - 6 m

A: To find reaction

Q: MA

Q: Shown is a copper bar which has a diameter of 10 mm and loaded by tensile load P = 0.0137 MN The max...

Q: Water has to be supplied to a town with one lakh population at the rate of 150 litres per capita per...

Q: The maximum thrust induced

Q: Starting from rest with the position shown. Neglect the mass of the pulley and assume all surfaces a...

Q: Determine 1) depth of actual neutral axis 2) depth of critical neutral axis3) ultimate moment of res...

A: Given Data: Width (b) = 300mm Effective Depth (d) = 500 mmArea of Steel (Ast) = 4...

Q: Reservoirs A and D are connected by a pipeline system as shown below. The water surface elevations a...

A: Given, Surface elevation of reservoir A = 100 ft Surface elevation of reservoir B = 80 ft

Q: Please help me with the following question. Thank you very much. Determine the reactions at the fol...

A: The reactions and the dimensions are shown in the below figure

Q: find the load on the guy anchore and the horizantal force on the pole 400lb 10ft 400lb 5ft 100ft 400...

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the...

Q: Two 500-mm² aluminum bars AB and AC meet at point A where a vertical downward load of 50 kN is appli...

Q: For the built-up section shown, determine the following: a. Centroid of the Area, b. Moment of Inert...

A: Note : As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost...

Q: Determine the value of Force

A: we know that W = F x S Therefore, F = W/S = 40/5 = 8N

Q: Assume that a solute has a D* of 2.03 x 10-9 m2 / Sec and that w is equal to 0.5. If landfill leacha...

A: Given Data : D=2.03×10-9 m2/secw =0.5clay liner (x) =2 mconcentration of chloride = 2315 mg/Lc = a...

Q: As shown in the figure, two blocks are connected by a light, flexible cord passing over a frictionle...

Q: Answer the following statements in accordance with your technical know-how regarding the topics/less...

Q: P-35 kN 150 250 mm 100

Q: A flanged bolt coupling is used to connect a solid shaft 110 mm in diameter to a hollow shaft 100 mm...

Q: The figure shown is a cross section of a concrete column that is loaded uniformly in compression. De...

A: Given data in question Load Dimensions To find out Stress Co ordinates which will produce uniform...

Question

4. Find the design compressive strength of a WT12 x 81. The effective length with respect
to x-axis is 25ft. 6in. The effective length with respect to the y-axis is 20 ft. and the
effective length with respect to -axis is 20ft. A992 steel is used.

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 2 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

A flexural member is fabricated from two flange plates 1/2in x 16in and a web plate 1/4in x 20in. The yield stress of the steel is 50 ksi. a. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis. b. Compute the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis.
A flexural member is fabricated from two flange plate ½ x 7 ½ and a web plate 3/8 x 17. The yield stress of the steel is 50ksi.a. Find the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis.b. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis.
A steel column is pin connected at the top and bottom which is laterally braced and subjected to transverse loading. It carries an axial load of 800 kN and a 70 kN-m moment. Use ASD. The steel section has the following properties: A = 13000 mm² r = 94 mm Ix = 300 x 106 mm4 Sx = 1200 x 103 mm³ L = 3.6 m Yield stress Fy = 248 MPa Axial compressive stress that would be permitted if axial force alone existed, Fa = 115 MPa Compressive bending stress that would be permitted if bending moment alone existed, Fb = 148 MPa Members subjected to both axial compression and bending stresses shall be proportioned to satisfy the following requirements: Mry + 9 Mex Mey Determine the axial compressive stress if axial load only existed. Pr 8 Mrx + Pe 75.82 MPa 61.54 MPa 33.96 MPa 16.25 MPa Determine the bending stress if bending moment alone existed. 76.25 MPa O58.33 MPa 13.33 MPa ≤ 1.0 16.59 MPa Determine the value of both axial and bending moment interaction value, considering the amplification due to…
A flexural member is fabricated from two flange plates 1/2x16 and a web plate 1/4x20, thusforming a built-up ‘I’ shape member. The yield stress of the steel is 50 ksi.a. Compute the plastic section modulus Z and the plastic moment Mp with respect to the majoraxis.b. Compute the section modulus S and the plastic moment My with respect to the major axis
A column is built up from four (4)- 125 x 125 x 18 angle shapes as shown. The plates are not continuous but are spaced at intervals along the column length and function to maintain the separation of the angles. They do not contribute to the cross-sectional properties. The effective length is 4 m. Compute the allowable design compressive strength based on flexural buckling. E= 250 MPa. Use ASD. k 375 mm 125mm, HPlate 125mm 4 - 4 125 × 125× l8 section 下好业

A flexural member is fabricated from two flanges plates 1" x 20" and a web plate 1/2" x 22". The yield stress of the steel is 36 ksi. a. Compute the elastic modulus and the yield moment with respect to major principal axis. b. Compute the plastic modulus and the plastic moment with respect to major principal axis.
H.W A Solid Steel bar of dlameter 6omm and length 350 mm is Placed inside an aluminum cylinder öf Inside diameter Femm and out side d lameter Ilomm, a comPressive load of looo lais applied on the assembly, find the stresses in the bar and the cylinder ? take Est = 200GPa and EAl = F0GPan %3D Cover Plate 0.25mm d- do 35omm A lum. cylinder Steel bar
Estimate the cross-sectional area of a 350S125-27 cold-formed shape. a. If the member is tested in tension, what would be the maximum force thesample could carry before reaching the yield strength if the steel has ayield strength of 225 MPa?b. Would you expect a 2.5 m stud to carry the same load in compression?(explain)
2) Find the axial stresses of menbers FD, GD, GE State if it is tensile or Compressive. 4M 3M A LE 3m G 20 RN Go KN
6- For a simply supported beam with b=300 mm and d=500 mm, if f = 63MPa, f, = 280 MPa and the net tensile strain is greater than 0.005, then the maximum steel ratio equal............ (a) 0.0406 (b) 0.0310 (c) 0.0287 (d) 0.0180 (e) None
A flexural member is fabricated from two flange plates 1⁄2 x 71⁄2 and a web plate 3⁄8x 17. The yield stress of the steel is 50 ksi. a. Compute the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis. b. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis.
AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in the weak direction at a point 4.1 m from the top. Use X- 4.8 m K 1 for both directions. X+Y Properties of W 12 x 65 A 12323 mm2 - 134.11 mm ry 76.71 mm Fy- 248 MPa Determine the allowable compressive strength (kN).