Problem# 1. A cantilever beam made of IPE200 is subjected to a concentrated live load of 10 KN (PL=10 kN) in addition to its self-weight, WD-3 kN/m, as shown below. (a) Find design flexural strength, Mn, considering plastic hinge formation limit state only and check if the beam has enough capacity to support factored loads. Use LRFD. (b) Check if the beam has sufficent shear strength. Use ASD.

Problem# 1. A cantilever beam made of IPE200 is subjected to a concentrated live load of 10 KN (PL=10 kN) in addition to its self-weight, WD-3 kN/m, as shown below. (a) Find design flexural strength, Mn, considering plastic hinge formation limit state only and check if the beam has enough capacity to support factored loads. Use LRFD. (b) Check if the beam has sufficent shear strength. Use ASD.

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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