Assignment activity and guidance Steel Framework Beam Analysis report You are presented with the following technical information concerning an I section beam and a rectangular box section forming part of the steam plant's supporting steel framework and are asked to produce a report that illustrates the shear force and bending moment diagrams for the I section beam, and the bending stress distribution diagram for the rectangular steel box section. The report will include several calculations of interest to the team: . The I section beam's maximum bending moment and its position, and the maximum stress in the I section beam. The maximum bending stress in the walls of the rectangular box section. The I section beam is shown in the diagram below and has a section modulus of 308 cm³ and a depth of 260 mm. It is simply supported at each end over a span AB of X1 metres; and carries a uniformly distributed load of W1 kN/m over its entire length and a concentrated load of Y1 kN acting vertically downwards at 2m from end A and a concentrated load of 50 kN at 2m from end B. The material's modulus of elasticity E is 205 GNm X X 260 mm Section of beam Zxx = 308 cm³ Values for I Section X1 m WI UDL load kN/m Y1 concentrated load kN 40
Assignment activity and guidance Steel Framework Beam Analysis report You are presented with the following technical information concerning an I section beam and a rectangular box section forming part of the steam plant's supporting steel framework and are asked to produce a report that illustrates the shear force and bending moment diagrams for the I section beam, and the bending stress distribution diagram for the rectangular steel box section. The report will include several calculations of interest to the team: . The I section beam's maximum bending moment and its position, and the maximum stress in the I section beam. The maximum bending stress in the walls of the rectangular box section. The I section beam is shown in the diagram below and has a section modulus of 308 cm³ and a depth of 260 mm. It is simply supported at each end over a span AB of X1 metres; and carries a uniformly distributed load of W1 kN/m over its entire length and a concentrated load of Y1 kN acting vertically downwards at 2m from end A and a concentrated load of 50 kN at 2m from end B. The material's modulus of elasticity E is 205 GNm X X 260 mm Section of beam Zxx = 308 cm³ Values for I Section X1 m WI UDL load kN/m Y1 concentrated load kN 40
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:Assignment activity and guidance
Steel Framework Beam Analysis report
You are presented with the following technical information concerning an I section beam
and a rectangular box section forming part of the steam plant's supporting steel framework
and are asked to produce a report that illustrates the shear force and bending moment
diagrams for the I section beam, and the bending stress distribution diagram for the
rectangular steel box section.
The report will include several calculations of interest to the team:
.
The I section beam's maximum bending moment and its position, and the maximum
stress in the I section beam.
The maximum bending stress in the walls of the rectangular box section.
The I section beam is shown in the diagram below and has a section modulus of 308 cm³
and a depth of 260 mm. It is simply supported at each end over a span AB of X1 metres;
and carries a uniformly distributed load of W1 kN/m over its entire length and a
concentrated load of Y1 kN acting vertically downwards at 2m from end A and a
concentrated load of 50 kN at 2m from end B. The material's modulus of elasticity E is 205
GNm
X
X
260 mm
Section of beam
Zxx = 308 cm³
Values for I Section
X1 m
WI UDL load
kN/m
Y1 concentrated
load kN
40
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