The steel composite section consists of a 600x20 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section2 (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. Stael plate (a) Section a-a (dimensions not to scale) (b) UB Section Figure 1 Table 1 lyo (x106 mm4) 39.3 A d br tw (x106 mm4) 986 875 Section mm? mm mm mm mm 610UB125 16000 612 14500 607 13000 602 11800 533 10500 528 1 229 19.6 11.9 2 610UB113 228 17.3 11.2 34.3 3 610UB101 228 14.8 10.6 761 29.3 4 530UB92.4 209 15.6 10.2 554 23.8 530UB82 209 13.2 9.6 477 20.1

The steel composite section consists of a 600x20 mm thick steel plate which is placed on the top flange of a Universal Beam (UB) Section2 (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. Stael plate (a) Section a-a (dimensions not to scale) (b) UB Section Figure 1 Table 1 lyo (x106 mm4) 39.3 A d br tw (x106 mm4) 986 875 Section mm? mm mm mm mm 610UB125 16000 612 14500 607 13000 602 11800 533 10500 528 1 229 19.6 11.9 2 610UB113 228 17.3 11.2 34.3 3 610UB101 228 14.8 10.6 761 29.3 4 530UB92.4 209 15.6 10.2 554 23.8 530UB82 209 13.2 9.6 477 20.1

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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