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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
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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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, M.; 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 C Figure 1 8000 UNITS IN MILLIMETRES B
Transcribed Image Text: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, M.; 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 C Figure 1 8000 UNITS IN MILLIMETRES B
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