a) Write and explain one advantage and onedisadvantage of using intermediate stiffeners in plate girders. b) If a plate girder design was initially determined to require intermediate stiffeners, but one optedtonot use them, how else could the plate girder be designed to achieve the same shaer capacity. c) A w-shepe beam is bent in bi-axial bending. All loading passes through its shear center. Please explain why the flexural strenght about its weak axis is the fullplastic moment capacity regardless
a) Write and explain one advantage and onedisadvantage of using intermediate stiffeners in plate girders. b) If a plate girder design was initially determined to require intermediate stiffeners, but one optedtonot use them, how else could the plate girder be designed to achieve the same shaer capacity. c) A w-shepe beam is bent in bi-axial bending. All loading passes through its shear center. Please explain why the flexural strenght about its weak axis is the fullplastic moment capacity regardless
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a) Write and explain one advantage and onedisadvantage of using intermediate stiffeners in plate girders.
b) If a plate girder design was initially determined to require intermediate stiffeners, but one optedtonot use them, how else could the plate girder be designed to achieve the same shaer capacity.
c) A w-shepe beam is bent in bi-axial bending. All loading passes through its shear center. Please explain why the flexural strenght about its weak axis is the fullplastic moment capacity regardless of Lb
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Step 1: Introduction to plate girder:
VIEWStep 2: a) Advantages and Disadvantages of Using Intermediate Stiffeners in Plate Girders:
VIEWStep 3: b) Design Alternatives to Achieve the Same Shear Capacity Without Intermediate Stiffeners:
VIEWStep 4: c) Flexural Strength about the Weak Axis of a W-Shape Beam:
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