A W16x36 A992 compression member has a slender web when used in uniformcompression (torsionally braced, no need to consider torsional buckling or flexural-torsionalbuckling). Determine the available strength by LRFD when the effective length is (a) 6 ft and(b) 12 ft.

A floor framing is shown, where Member B1 is W16x36 braced continuously, Member Gl is W16x40 braced at one-third points, steel is A992 Gr. 50 typically, floor dead load is 85 psf (including the self weight), and deflection is limited to L/240 under total service loads (L being the span length). etermine the service live load capacity …

1) Compute the design strength of a composite beam consisting of a W16x36 rolled steel shape (A992 steel) with a 5-inch thick by 87-inch wide reinforced concrete slab at the top. Assume fc 4ksi and that sufficient shear connectors are provided for full composite action.

A W16x36 structural steel wide-flange section is simply supported with a span length of 20 ft. It is subjected to a uniformly distributed load of 1.0 kips/ft and a concentrated load of 10 kips at the mid-span. Calculate the maximum horizontal shear stress using the average web shear approach

A W16x36 wide-flange shape (see first image for properties) made of steel (E = 29000ksi and yield stress = 50ksi) is used for a column with length L = 16ft. The column is fixed (second image) at its base and free at the top. Determine the maximum load P that can be applied if a factor of safety F.S. = 2 is used.

Question: Question 2 (1.75 marks) A W16x36 structural steel wide-flange section is simply supported on a span length of 20 ft. It is subjected to a uniformly distributed load of 1.0 kips/ft and a concentrated load of 10 kips at mid-span. Compute the maximum deflection

Answer to QUESTION 2 1. Determine the flexural and shear

1) A built-up steel member is composed of a W16x36 wide-flange section with a C15x40 American Standard channel welded to its top flange, as shown below. Locate the X-X centroidal axis as measured from the bottom of the wide-flange. Find the polar moment of inertia. Y = in J=_ -C15x40 W16 x 36 Reference axis

3. A W16x36 is supported by two tension rods, as shown below. A 30 kip service live load can be located anywhere along the beam between the two rods. There are two critical loading cases for this design. Maximum tension demand on the rods and maximum moment demand in the W16x36. a. Determine the location of the axial load along the beam that ...

6. ( 20 points) A W16x36 A992 compression member has a slender web when used in uniform compression (torsionally braced, no need to consider torsional buckling or flexural-torsional buckling). Determine the available strength by LRFD when the …