Question: A W10x19 steel shape is to be used as a 14-foot tall cantilever (fixed-free) column. For a W10x19, A=5.62 in2, Ix=96.3in4,Iy=4.29in4. For steel, E=29000ksi. What is the maximum compressive load that can be applied such that the column does not buckle elastically using a factor of safety of 1.9 ? 4.07kips 4.14 kips 4.89kips 5.13 kips 5.72 kips 8.74 kips 10.88

Intermediate steel beams W10x19, A36 support a concrete slab 100 mm thick and weighs 24 kN/m2. The floor superimposed dead load is 1.9 kPa and live load is 4 kPa. Calculate the ratio of the maximum required moment to the available moment strength using ASD.

Question: Consider the beam supported and loaded as shown below. The support at A is fixed and the end at C is free. Use the conjugate beam method to determine the slope in the beam at C. The beam is a W10x19 made from steel with modulus of elasticity, E = 29000 ksi and moment of inertia, I = 96.3 in4 .

Question: The w10x19 structural A992 steel column is assumed to be pinned at its top and bottom. Determine the largest eccentric load P that can be applied using Eq 13-30 and AISC equations. Possible answers below.

Question: The W10X19 beam shown in the figure is subject to the distributed load shown with w=3913 lb/ft. It is made of A-36 steel material. Write the units of in in the answer. Write the answer to 3 decimal places. Calculate the vertical displacement ("deflecton") at point B

A W10X19 steel column, 7.3m long pinned at the top and fixed at the bottom is subjected to an axial load of 696KN. It has a moment of 45KN-m at the top (clockwise) and 56 KN-m at the bottom (counterclockwise).

The beam shown is a W10x19. The beam is damaged and the left part of the bottom flange has been cut off flush with the web (as shown).

Question: Problem 3. Determine whether the compression member shown below is adequate to support the given service loads. a. Use LRFD. b. Use ASD. D = 150 kips L= 250 kips 20' W10X19 1992 steel

Engineering Civil Engineering Civil Engineering questions and answers hinge 2) Consider the fully braced beam to the right. Assuming the loads shown are factored, would a W10x19 of A913 steel with Fy = 70 ksi be adequate? The total length of the beam, from point A to D, is 44 ft.

Question: A simply supported beam of A36 steel is 6 ft long and has a concentrated live load 36 kips applied 1ft from one end. It is found that a W10x19 is adequate for the bending moment. Investigate the beam to determine if the shear capacity is adequate for the required shear.