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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.

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.

Structural Analysis
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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please solve the problem clearly, the problem is about steel structures. 

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 A 2m B IPE270 2m Fig. 2. с 2m |PU = 50 kN D IPE270 ➜ Wpx=484x10³ mm³, Wx-428.9×10³ mm³, d=270 mm, b=135 mm, tw-6.6 mm, t=10.2 mm, iy=30.2 mm, L=5.34 m
Transcribed Image Text: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 A 2m B IPE270 2m Fig. 2. с 2m |PU = 50 kN D IPE270 ➜ Wpx=484x10³ mm³, Wx-428.9×10³ mm³, d=270 mm, b=135 mm, tw-6.6 mm, t=10.2 mm, iy=30.2 mm, L=5.34 m
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