The W12X50 is made of A992 steel and is used athecritical oad the ends of the column are fixed supported 'A-14.7pported, Find the critical load of the column. and is used as a column that has a length of 20 ft. (Ix-x = 394 in", ly.-v-56.3 in', As 14.7 in') e-aaylo", KS : r 20ftーーーーーー r

Question: GIVEN: . • Bowling Alley Floor Beams are W12x50 spaced at 9- ft o.c., and span 30-ft Floor dead load, D = 120 psf .

A W12x50 column in a braced frame has a yield stress of 50 ksi and a height of 15'-0". The column is pinned at each end and is braced at 5'-0" intervals about the y-axis. Determine the available LRFD design strength of the column.

A simply supported W12x50 beam has a span length of 24 feet. The beam is subjected to a concentrated load of 10 kips at the center of the span and a uniform load of 1.25 kips/ft. The beam is braced laterally along its length and neglect the weight of the beam.What is the maximum flexural stress?What is the worst average web shear ...

8. A W12x50 has been selected as a compression member for a single-story building design. The member is made of A992 Steel. The member is 20' long, fixed at the bottom and pinned at the top in both axes. The member is braced against torsion in both axes at the midpoint (that's a big hint for y'all. Read the beginning paragraph of your limit ...

Question: Calculate the k Shape W12x58 x53 W12x50 X45 x40 W12x35 x30 W12-22 ×19 V of a W10 x 112. Table 1-1 (continued) W-Shapes Dimensions Y by Web Flange Area, Depth, Thickness, Width, A d by in¹ in. in 17.0 122 12% 0.360 % 156 121 12 0.345 14.6 122 12% 0.370 % 13.1 121 12 0.335 11.7 119 12 0295 10.3 125 12% 0.300 8.70 123 7.65 122 6.48 123 12% 0.200 5.57 122 12%

A W12x50 column in a braced frame has a yield stress of 50 ksi and a height of 15’-0”. The column is pinned at the top and fixed at the bottom and has no intermediate bracing. Determine the available strength of the column.

Question: Bonus Problem For the W12x50 beam shown below with L 20 ft and ha determine Mu and draw the corresponding bending with L - 20 ft and having continuous lateral bracing, M, Please help Show transcribed image text

A column shown is made up of C12x30 and W12x50, using A36 steel determine the allowable axial load and critical buckling load if both ends are fixed. a. L = 6m b.

Problem 2 (Steel Beam Design Strength] The beam shown in the figure below is laterally braced only at the ends. The 40 kip load is a service live load. Use Fy = 50ksi and determine the available design strength of the beam W12X50. (Use LRFD) 404 7' 7 14'