A W14x500 section is used as a beam to support a concrete floor system. The floor is to carry a total load of 120kPa. The beam is simply supported over a span of 7m. Find the maximum center-to-center spacing of the beams without exceeding the allowable bending stress? Properties of W14x500Overall depth, d497.8mmWeb thickness, tw55.6mmMoment of inertia, Ix3,417.26x10®mm4Section modulus, Sx13,729.4x10*mm³Beam weight746kg/mAssume the beam is laterally supported over its entire length and that the allowablestress in bending is 0.66F and in shear is 0.40FY. Use A36 steel with Fy = 248MP.. Allowabledeflection is 1/360 of the span.

For W14×500: Area A is 147 in2. The overall depth d is 497.8 mm or 19.60 in. The total load P is 120…

A W14x500 section is used as a beam to support a concrete floor system. The floor is to carry a total load of 120kPa. The beam is simply supported over a span of 7m. Find the maximum center-to-center spacing of the beams without exceeding the allowable bending stress?

A W14x500 section is used as a beam to support a concrete floor system. The floor is to carry a total load of 120kPa. The beam is simply supported over a span of 7m. Find the maximum center-to-center spacing of the beams without exceeding the allowable bending stress?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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