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This design project of a parking shed particularly focuses on load combinations and the design of structural steel elements and connections subject to different actions. The assessment covers most of the topics and concepts learned in the course: CIVL4001 - T3-2024. Fig. 1 shows the section view of the proposed parking shed. Please prepare a written report that includes and identifies solutions to the requirements of this assessment. 4m 2m W.-2kNm Detail A 3m 4m Fig. 1 Section view of the parking shed Detail A G-1KN 9-10 0-2 kN/m C) Design of Members/Connections: 1- Select a suitable universal beam (UB) section for the rafter Bi (The design includes design for max bending moment and max shear, and check for serviceability). 2. Select a suitable universal column (UC) section for column C1 (The design includes design for max axial (normal) compression force and max bending moment). 3- Select a suitable equal angle (EA) section for tie T, (The design includes design for max axial (normal) tensile force). 4- Design the connection (pin-connection) between the tie T1 and the column C1 (Detail A).

This design project of a parking shed particularly focuses on load combinations and the design of structural steel elements and connections subject to different actions. The assessment covers most of the topics and concepts learned in the course: CIVL4001 - T3-2024. Fig. 1 shows the section view of the proposed parking shed. Please prepare a written report that includes and identifies solutions to the requirements of this assessment. 4m 2m W.-2kNm Detail A 3m 4m Fig. 1 Section view of the parking shed Detail A G-1KN 9-10 0-2 kN/m C) Design of Members/Connections: 1- Select a suitable universal beam (UB) section for the rafter Bi (The design includes design for max bending moment and max shear, and check for serviceability). 2. Select a suitable universal column (UC) section for column C1 (The design includes design for max axial (normal) compression force and max bending moment). 3- Select a suitable equal angle (EA) section for tie T, (The design includes design for max axial (normal) tensile force). 4- Design the connection (pin-connection) between the tie T1 and the column C1 (Detail A).

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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This design project of a parking shed particularly focuses on load combinations and the design of structural steel elements and connections subject to different actions. The assessment covers most of the topics and concepts learned in the course: CIVL4001 - T3-2024. Fig. 1 shows the section view of the proposed parking shed. Please prepare a written report that includes and identifies solutions to the requirements of this assessment. 4m 2m W.-2kNm Detail A 3m 4m Fig. 1 Section view of the parking shed Detail A G-1KN 9-10 0-2 kN/m
Transcribed Image Text:This design project of a parking shed particularly focuses on load combinations and the design of structural steel elements and connections subject to different actions. The assessment covers most of the topics and concepts learned in the course: CIVL4001 - T3-2024. Fig. 1 shows the section view of the proposed parking shed. Please prepare a written report that includes and identifies solutions to the requirements of this assessment. 4m 2m W.-2kNm Detail A 3m 4m Fig. 1 Section view of the parking shed Detail A G-1KN 9-10 0-2 kN/m
C) Design of Members/Connections: 1- Select a suitable universal beam (UB) section for the rafter Bi (The design includes design for max bending moment and max shear, and check for serviceability). 2. Select a suitable universal column (UC) section for column C1 (The design includes design for max axial (normal) compression force and max bending moment). 3- Select a suitable equal angle (EA) section for tie T, (The design includes design for max axial (normal) tensile force). 4- Design the connection (pin-connection) between the tie T1 and the column C1 (Detail A).
Transcribed Image Text:C) Design of Members/Connections: 1- Select a suitable universal beam (UB) section for the rafter Bi (The design includes design for max bending moment and max shear, and check for serviceability). 2. Select a suitable universal column (UC) section for column C1 (The design includes design for max axial (normal) compression force and max bending moment). 3- Select a suitable equal angle (EA) section for tie T, (The design includes design for max axial (normal) tensile force). 4- Design the connection (pin-connection) between the tie T1 and the column C1 (Detail A).
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