Question 1A simply supported beam AB is subjected to a 100kN point load at mid-span as shown inFigure 1. The beam section is 410UB53.7 of Grade 300 steel. The two end supports at A andB, and the load point at C, all have lateral and twisting restraints.1) Calculate the Nominal Section Capacity, M.;2) Calculate the Reference Buckling Moment, M.;3) Calculate the Nominal Member Moment Capacity, Mi4) Calculate the Design Bending Moment, M*;5) Check if the beam AB has adequate strength to carry the 100 kN point load.4000100 kNCFigure 18000UNITS INMILLIMETRES B

Given data:- Point load, P=100 kN=100000 N Beam section is 410Ub53.7 of Grade 300 steel Using…

Question 1 A simply supported beam AB is subjected to a 100kN point load at mid-span as shown in Figure 1. The beam section is 410UB53.7 of Grade 300 steel. The two end supports at A and B, and the load point at C, all have lateral and twisting restraints. 1) Calculate the Nominal Section Capacity, Mi 2) Calculate the Reference Buckling Moment, M.; 3) Calculate the Nominal Member Moment Capacity, Mi 4) Calculate the Design Bending Moment, M"; 5) Check if the beam AB has adequate strength to carry the 100 kN point load. 4000 100 KN Figure 8000 UNITS IN MILLIMETRES B

Question 1 A simply supported beam AB is subjected to a 100kN point load at mid-span as shown in Figure 1. The beam section is 410UB53.7 of Grade 300 steel. The two end supports at A and B, and the load point at C, all have lateral and twisting restraints. 1) Calculate the Nominal Section Capacity, Mi 2) Calculate the Reference Buckling Moment, M.; 3) Calculate the Nominal Member Moment Capacity, Mi 4) Calculate the Design Bending Moment, M"; 5) Check if the beam AB has adequate strength to carry the 100 kN point load. 4000 100 KN Figure 8000 UNITS IN MILLIMETRES B

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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