All Courses
All Courses
Courses by Software
Courses by Semester
Courses by Domain
Tool-focused Courses
Machine learning
POPULAR COURSES
Success Stories
Design of Plate Girder 1. Shear resistance of web problem Determine PG Web thickness for given load without stiffener For a PG of size 1200 x 300 x 25x 10, Check if the web is adequate to carry a factored shear force of 1000 kN. Yield strength of plate fy is 250 Mpa. 2. Check whether intermediate stiffener required…
Vejetha Sajeevan
updated on 09 Nov 2022
Design of Plate Girder
1. Shear resistance of web problem
Determine PG Web thickness for given load without stiffener
For a PG of size 1200 x 300 x 25x 10, Check if the web is adequate to carry a factored shear force of 1000 kN. Yield strength of plate fy is 250 Mpa.
2. Check whether intermediate stiffener required for given load
For a PG of size 1500 x 500 x 30 x 12,check if the intermediate web stiffener is required to carry a factored shear force of 2000 kN, if required, find the spacing of stiffener. Yield strength of plate fy is 250 Mpa.
3. Check whether intermediate stiffener required for given load
For the above problem, determine the web thickness required to avoid the stiffeners.
4. Proportioning problem
Calculate the minimum depth & web thickness requirement of a beam of span 15 m to carry a UDL of 100 kN/m. Also calculate the flange depth & thickness considering section to be plastic and check if the assumed size is adequate to carry the moment.
Leave a comment
Thanks for choosing to leave a comment. Please keep in mind that all the comments are moderated as per our comment policy, and your email will not be published for privacy reasons. Please leave a personal & meaningful conversation.
Other comments...
Project 1
### Given Data- Floor thickness: t=120 mm=0.12 m- Density of concrete: ρ=24 kN/m3- Floor finish and mechanical loads: 3 kPa- Live load: 5 kPa- Modulus of elasticity of concrete: E=10 GPa- Beam dimensions: \( 500 \text{ mm} \times…
03 Jun 2024 01:44 PM IST
Project 2
Aim - To Model & Design a Proposed PEB Warehouse using STAAD. Pro. Introduction - Here we model and design the PEB warehouse building. As per given description, material data, specification we can design it. PEB - Pre engineered buildings are factory built buildings shipped to site and assembled by bolting together. The…
14 May 2023 12:08 PM IST
Week 12 Challenge
Design of Foundation in STAAD Foundation 1. Isolated Footing Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m2 at a depth of 1 metre from ground level. Use…
09 May 2023 07:59 AM IST
Week 11 Challenge
Analysis & Design of Pipe Rack Structure in STAAD.pro Question 1:- Friction load determination A pipe carrying LNG rests on the shoe having vertical force of 125 kN. Calculate the Friction load on the axis. Also find the friction force, if TEFLON pad is used between shoe and pipe support. Aim:- To calculate…
09 May 2023 06:47 AM IST
Related Courses
0 Hours of Content
Skill-Lync offers industry relevant advanced engineering courses for engineering students by partnering with industry experts.
© 2025 Skill-Lync Inc. All Rights Reserved.