Problem#2: An overhanging beam made of IPE270 is subjected to a factored concentrated load of Pu, as shown in Fig. 2. Check if the beam is adequate or not in terms of bending and shear capacities. S235 steel is used. Both flanges are laterally braced at the bracing points indicated using "X" in Fig. 1. Lateral bracing 2m B IPE270 2m Fig. 2. 2m |Pu= 50 kN D IPE270 ➜ Wpx=484x10³ mm³, Wa-428.9x10³ mm³, d-270 mm, b=135 mm, t-6.6 mm, t-10.2 mm, i, 30.2 mm, L-5.34 m

Problem#2: An overhanging beam made of IPE270 is subjected to a factored concentrated load of Pu, as shown in Fig. 2. Check if the beam is adequate or not in terms of bending and shear capacities. S235 steel is used. Both flanges are laterally braced at the bracing points indicated using "X" in Fig. 1. Lateral bracing 2m B IPE270 2m Fig. 2. 2m |Pu= 50 kN D IPE270 ➜ Wpx=484x10³ mm³, Wa-428.9x10³ mm³, d-270 mm, b=135 mm, t-6.6 mm, t-10.2 mm, i, 30.2 mm, L-5.34 m

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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