SITUATION. A fixed-ended girder spans 10 m long. Neglecting self-weight the beam carries concentrated dead and live loads at midspan. Properties of the Girder: Area, A = 19,226 mm^2 Depth, d = 540 mm Flange Width, bf = 312 mm Flange Thickness, tf = 20 mm Web Thickness, tw = 12 mm Fillet, k = 30 mm Radius of gyration, rx = 230 mm Radius of gyration, ry = 40 mm Moment of inertia, Ix= 1004.4 x 10^6 mm^4 Elastic Section Modulus, Sx = 3.72 x 10^6 mm^3 Plastic Section Modulus, Zx = 4.14 x 10^6 mm^3 Torsional Constant, J = 1120 x 10³ mm² Its = 60 mm Steel Yield Stress, Fy = 345 MPa Factored Load, U = 1.2D + 1.6L Strength reduction factor, p = 0.90 1. If the compression flange of the girder is supported only at midspan, evaluate the moment gradient multiplier. 2. Evaluate the design moment.

SITUATION. A fixed-ended girder spans 10 m long. Neglecting self-weight the beam carries concentrated dead and live loads at midspan. Properties of the Girder: Area, A = 19,226 mm^2 Depth, d = 540 mm Flange Width, bf = 312 mm Flange Thickness, tf = 20 mm Web Thickness, tw = 12 mm Fillet, k = 30 mm Radius of gyration, rx = 230 mm Radius of gyration, ry = 40 mm Moment of inertia, Ix= 1004.4 x 10^6 mm^4 Elastic Section Modulus, Sx = 3.72 x 10^6 mm^3 Plastic Section Modulus, Zx = 4.14 x 10^6 mm^3 Torsional Constant, J = 1120 x 10³ mm² Its = 60 mm Steel Yield Stress, Fy = 345 MPa Factored Load, U = 1.2D + 1.6L Strength reduction factor, p = 0.90 1. If the compression flange of the girder is supported only at midspan, evaluate the moment gradient multiplier. 2. Evaluate the design moment.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

the project constructor and all contractors must establish a ___________ program for excellence for by individuals, teams, or contractors.
Explain the following statement:The LBSR project was a self-certified project.
If the scheme that stores will be opened in AutoCAD 2006 then you must save it in AutoCAD 2004 dwg AutoCAD 2006 dwg AutoCAD 2007 dwg None of the above
A contract required the job to be completed July 15. The engineer ordered the contractor to suspend operations from May 1 to May 15, and then changed the completion date to July 31. Was the change in completion data appropriate?
what is quality assurance evaluation for skscraper, explain it briefly and include example
ASTM C188 Explain what is the scope and give atleast 3 examples of significance and uses of ASTM C188?
What are the inspections carried out on the tirfor machine?
Name four types of construction risks that are properly allocated solely to the contractor.
Project closeout is the final construction phase of the project lifecycle. This phase occurs after physical construction has been completed, but before the project is actually turned over to the owner. Identify and discuss the activities necessary to ensure a smooth project close out. Give appropriate examples such as charts or diagrams.
. How much testing is performed by the Resident Project Representative and his staff?
Why should a Daily Construction Report maintained?
When does pre-construction take place?A. After the design is completeB. During the bidding processC. Before design is complete and construction beginsD. Prior to the design phase