The wide flange section W14x30 is used as a cantilever beam, as shown in figure (a). Find the maximum bending stress in the beam.

Question: A flooring system consists of parallel W14x30 steel sections spaced 3 m on centers with simple span of 6 m laterally supported fully by the floor. The beams support a 200 mm thick slab. The flooring system is designed for a ceiling load of 420 Pa and partition load of 1000 Pa. The properties of the I-beam sections are: d = 350 mm, bf tf 10 mm, tw Ix 121,

A flooring system consists of parallel W14x30 steel sections spaced 3 mon centers with simple span of 6 m laterally supported fully by the floor. The beams support a 200 mm thick slab.

Question: HOMEWORK PROBLEMS 1. A wide flange W14x30 beam resists a shear force of V 25 kips at the supports. Determine the average web shear stress. Fv- 14.5 ksi (A36 steel), Is the beam adequate to resist shear stress from the load?

Question: SIT 10: A flooring system consists of parallel w14x30 steel sections spaced 3 m on centers with simple span of 6m laterally supported fully by the floor. The beams support a 200mm thick slab. The flooring system is designed for a ceiling load of 750Nm???2. The properties of the I-beam sections are:

Question: The A-36 steel W14x30 member is used as a pinned-pinned column (both directions). The allowable normal stress is 36 ksi and the modulus of elasticity is 29 (103) ksi. What is the maximum vertical load P that it can support considering buckling? 12 ft Wide-Flange Sections or W Shapes FPS Units Flange Web x-x axis y-y axis Area Depth thickness width thickness

170 mm, A flooring system consists of parallel W14x30 steel sections spaced 3 mon centers with simple span of 6 m laterally supported fully by the floor. The beams support a 200 mm thick slab. The flooring system is designed for a ceiling load of 420 Pa and partition load of 1000 Pa.

Question: A roof system consists of W14x30 beams with a span of 12 ft and a tributary area of 144 ft2. The beams must support a dead load of 45 psf, a snow load of 27 psf, a rainwater/ice load of 34 psf, and a wind load of 18 psf. Determine the governing load, in lb/ft, that must be used in design using LFRD load combinations.

Question: Determine the elastic curve for the cantilevered W14x30 beam using the x coordinate. Specify the maximum slope and maximum deflection. E = 29 (10^3) ksi.

Determine if W14X30 A992 steel is adequate to resist shear only for a simply supported span beam of 5ft. The beam carries a uniformly distributed Live load of 26kips/ft and a dead load of 1 kip/ft (excluded beam wt).