+ Requirements: A) Design Load Combinations: Determine the critical load combinations on rafter B1 and column C₁. B) Straining Actions: Draw the normal force diagram (NFD), shear force diagram (SFD), and bending moment diagram (BMD) on the frame due to the critical load combination using manual calculations and SPACE GASS software. 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 Ti 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
+ Requirements: A) Design Load Combinations: Determine the critical load combinations on rafter B1 and column C₁. B) Straining Actions: Draw the normal force diagram (NFD), shear force diagram (SFD), and bending moment diagram (BMD) on the frame due to the critical load combination using manual calculations and SPACE GASS software. 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 Ti 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Can you please solve the calculations with equations and step by step and use space Gass software for diagrams?
I will be grateful to you for this help.
All the best and Thank you so much in advance.
Transcribed Image Text:+ Requirements:
A) Design Load Combinations:
Determine the critical load combinations on rafter B1 and column C₁.
B) Straining Actions:
Draw the normal force diagram (NFD), shear force diagram (SFD), and bending
moment diagram (BMD) on the frame due to the critical load combination using
manual calculations and SPACE GASS software.
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 Ti and the column C1
(Detail A).
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
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