Determine the shear strength of a W16x100 made of A992 steel. Assume that there are no transverse stiffeners
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Determine the shear strength of a W16x100 made of A992 steel. Assume that there are no transverse stiffeners.
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- An aluminum bar having cross-sectional area of 0.5 carries axial loads applied at the positions shown below. Compute the total change in length of the bar if E = 10 x 106 psi. Assume the bar is suitably braced to prevent lateral buckling.Determine the flexural strength of a W14 × 68 of A50 steel subject to anunbraced length of 8 m with Cb = 1.0Determine the maximum length of a structural steel W10 × 45 profile column if it is pinned at both ends and subjected to an axial load of 290 kips. Use the equations for steel. It should show the calculations that justify the selection of the criterion.
- A steel beam having a simple span of 8 m is subjected to a moment M at the left end (Clockwise) and 25% of M at the right end (Counter clockwise). It has no lateral support and has the following properties: bf = 210 mm rt = 53 mmd = 533 mm, Sx = 2.06 x 20^6 mm^3tf = 16 mm Fy = 248 MPa a) Determine the allowable bending stress.A beam has a width of 200mm and a height of 250mm and is loaded as shown. Draw the elastic curve.Determine the load required for a 75mm diamter and 3m long solid section if deformation is 0.00065 due to the applied load, given that the modulus of elasticity is 200Gpa.
- A solid steel bar with rectangular cross-section whose dimensions are 100mm by 175 mm is loaded in tension with a pull of 186.5Mg. After which, it is loaded in compression with a push of 170Mg. If the load P used to bend the steel bar is the average of the tensile and compressive load and there is bending and shear in the cross-section, Calculate the following: a. Tensile Strength b. Shear StrengthA single-bay frame of the type illustrated in Figure 9.5 carries a horizontal load of 5000 lbacting at the upper-left joint. Assume that h = 15 ft and L = 25 ft. Draw shear andmoment diagrams. Indicate numerical values. Use an approximate method of analysis.STRUCTURAL STEEL DESIGN (SHOW FULL SOLUTION) COLUMNS A column 12 m long is built up consisting of a W310 x 107 with 2 plates 12 mm thick welded as shown in Figure ST – 108 to form a boxsection. The column has both ends hinged. 1. Compute the effective slenderness ratio with respect to the x - axis. 2. Compute the effective slenderness ratio with respect to the y – axis. 3. What is the axial load capacity of the column?
- A column is made from half of a W360 x 216 rolled-steel shape, with the geometric properties as shown. Using allowable stress design, determine the allowable centric load if the effective length of the column is (a) 4.0 m, (b) 6.5 m. Use σY= 345 MPa and E= 200 GPa.Determine the end moments that can safely be carried by a UC 254 x 254 x 107 in S355 steel, assuming that these are in the ratio 1: 0.25 and they produce bending about the section's major axis. Take the member length as 3 m and allow for the presence of a 450 kN compressive load. (Calculate the cross-section strength only.)Two W150X37 wide flange beams are laminated as shown in the figure, and bolts with a diameter of 15mm are concluded at a distance of 120mm along the length direction to form a composite beam. The maximum permissible vertical shear force of bolt is obtained when the allowable shear stress is 75MPa.