The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the sectionmodulus (S), plastic modulus (Z₁), and shape factor (Z₁/S). Using Table B41.b of the Specification,determine whether the flanges and web are compact, noncompact, or slender.-PL 1" x 40"10" CLEAR SPACINGPL 1.5" x 20" TYP

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The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the section modulus (S), plastic modulus (Z₁), and shape factor (Z₁/S₂). Using Table B41.b of the Specification, determine whether the flanges and web are compact, noncompact, or slender. -PL 1" x 40" 10" CLEAR SPACING PL 1.5" x 20" TYP

The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the section modulus (S), plastic modulus (Z₁), and shape factor (Z₁/S₂). Using Table B41.b of the Specification, determine whether the flanges and web are compact, noncompact, or slender. -PL 1" x 40" 10" CLEAR SPACING PL 1.5" x 20" TYP

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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The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the section
modulus (S), plastic modulus (Z₁), and shape factor (Z₁/S). Using Table B41.b of the Specification,
determine whether the flanges and web are compact, noncompact, or slender.
-PL 1" x 40"
10" CLEAR SPACING
PL 1.5" x 20" TYP

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