The steel composite section consists of a 900x50 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section3 (See Table 1). They are bolted together to form the composite section as shown below. The universal beam sectional properties are given in the table below. The modulus of elasticity for steel is 200 GPa. Steel plate (a) Section a-a (dimensions not to scale) (b) UB Section Figure 1 Table 1 lya (x106 mm4) 39.3 34.3 29.3 23.8 A br tw (x10 mm4) 986 875 761 Section mm? mm mm mm mm 610UB125 610UB113 3 16000 612 14500 607 13000 602 11800 533 10500 528 229 19.6 11.9 228 17.3 11.2 228 1 610UB101 14.8 10.6 209 15.6 10.2 209 530UB92.4 554 530UB82 13.2 9.6 477 20.1

The steel composite section consists of a 900x50 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section3 (See Table 1). They are bolted together to form the composite section as shown below. The universal beam sectional properties are given in the table below. The modulus of elasticity for steel is 200 GPa. Steel plate (a) Section a-a (dimensions not to scale) (b) UB Section Figure 1 Table 1 lya (x106 mm4) 39.3 34.3 29.3 23.8 A br tw (x10 mm4) 986 875 761 Section mm? mm mm mm mm 610UB125 610UB113 3 16000 612 14500 607 13000 602 11800 533 10500 528 229 19.6 11.9 228 17.3 11.2 228 1 610UB101 14.8 10.6 209 15.6 10.2 209 530UB92.4 554 530UB82 13.2 9.6 477 20.1

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 5P

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