A W 12 x 50 steel wide-flange beam and a segment of a 4-inch thick concrete slab (see figure) jointly resist a positive bending moment of 86 kip-ft. 30 in. 4 in. W 12 x 50 The beam and slab are joined by shear connectors that are welded to the steel beam. (These connectors resist the horizontal shear at the contact surface.) The moduli of elasticity of the steel and the concrete are in the ratio 12 to 1. Determine the maximum stresses o, and o, in the steel and concrete, respectively. Note: See this table for the dimensions and properties of the steel beam. (Assume that the component parts of the beams are securely bonded by adhesives or connected by fasteners. Also be sure to use the transformed-section method in the solutions. Enter the magnitudes in psi.) .- 735 psi o, = 12130.314 psi Pronerties of Wide Flas Sections W Sh: S Units (Abrideed List)

A W 12 x 50 steel wide-flange beam and a segment of a 4-inch thick concrete slab (see figure) jointly resist a positive bending moment of 86 kip-ft. 30 in. 4 in. W 12 x 50 The beam and slab are joined by shear connectors that are welded to the steel beam. (These connectors resist the horizontal shear at the contact surface.) The moduli of elasticity of the steel and the concrete are in the ratio 12 to 1. Determine the maximum stresses o, and o, in the steel and concrete, respectively. Note: See this table for the dimensions and properties of the steel beam. (Assume that the component parts of the beams are securely bonded by adhesives or connected by fasteners. Also be sure to use the transformed-section method in the solutions. Enter the magnitudes in psi.) .- 735 psi o, = 12130.314 psi Pronerties of Wide Flas Sections W Sh: S Units (Abrideed List)

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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