m along the y-axis. The unbraced length with respect to the x-axis is 10 m. With respect to the y-axis, the column is braced at midheight so that the unbraced length is 5 m. Assume pinned-ends for both axes. Sidesway is prevented.    Yield Strength: Fy = 248 MPa Modulus of Elasticity: E = 200

Q: Determine the a) normal stress in rod (1), b) the shear stress in pin B and the shear stress in pin…

A: To find out the normal stress in rod 1 and shear stress in pin A and B.

Q: The following image shows a front and side view of the column connection. The bolts have a diameter…

A:

Q: F7-8. The boards are bolted together to form the built-up beam. If the beam is subjected to a shear…

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Q: 8kN 2m 3kN 4m | C LC A 0.15m Ti H 0.05m Section C-C 0.05m 0.20m

A: The given beam is subjected to points loads as shown in figure. The maximum bending stresses can be…

Q: 1.) Draw the Free-Body Diagram for each mechanism shown. Provide a direction a a name for each…

A: To draw FBD

Q: The wide-flange pinned-end column shown in the figure carries two loads, a force acting at the…

A:

Q: Q4. [TYPE C] A loaded K-truss is supported by a roller at A and a pin at G as shown. Determine the…

A:

Q: 2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown. Fy= 50 ksi The…

A: Size of plate = 3/4" x 10" W12 x 45  Fy = 50 ksi L = 22 ft or 264 in

Q: Two channels are welded to a dx 12-in. steel plate as shown. Determine the width d for which the…

A:

Q: 7) Determine the force in each member of the truss shown below. C F 100 kips 1S' 1S D - 20 ァー 20

A:

Q: A tension member with an allowable tensile stress of 0.6Fy is connected to the gusset plate using…

A:

Q: 5) Find the force in member EF (use the metod of sections 100lb B A Fig 5 1' D 1' E EF 1' F 100lb

A:

Q: The three-plate moment connection shown below  are all shop− welded· to the column and then field…

A: Given Data: The factored moment acting on the beam is Mu=382 kip-ft. The factored shear force acting…

Q: composed of a bronze bar (bar 1) flanked by two aluminum bars (bars 2 and 3), a rigid plate at B,…

A:

Q: A W 6 x 9 is used as a purlin for a roof truss. The top chord of the truss is inclined at 26.6° from…

A:

Q: The figure shown has trusses 6m apart with midpoint sag rods and Purtins C150x12.5 spaced 2.5m on…

A: Answer  Let us first calculate roof slope Roof slope (θ) tanθ = 12 θ = 26.565 degree Based on the…

Q: Using method of sections, determine the force in members identified (CD, CI, El and HI) for the…

A: Consider the figure,

Q: 1. Determine the forces on truss members CE, DE, and DF

A:

Q: A column is built-up from 4-300 mm x 16 mm plates, welded to form a box section having a width of…

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Q: The floor structural system shown in Fig 1 comprise W-section steel beams and girders supporting a…

A: SKETCH OF LOAD DISTRIBUTION IS SHOWN BELOW. I hope I answered your question :) Explanation:…

Q: The three-plate moment connection shown below are all shop- welded- to the column and then field…

A: Given Data: The factored moment acting on the beam is Mu=382 kip-ft. The factored shear force acting…

Q: The truss below is pin connected at A and E, and is acted on by the forces shown. E A D B Identify…

A:

Q: The cutaway view shows a solid aluminum alloy [L2 = 730 mm; A2 = 693 mm?; E2 = 70 GPa] rod (2)…

A:

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur,  chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.