uestion 30Determine the section classification of W10x33 if Fy = 350 MPabf = 202.18 mmtf = 11.05 mmd = 247.14 mmtw = 7.37 mmk = 27 mmLIMITING WIDTH-THICKNESS RATIOE0.38FE1.0F,FLANGES OFW AND CSHAPESE3.76E5.70WEB OF WC SHAPESO A. COMPACT SECTIONO B. NON-COMPACT FLANGE, COMPACT WEBO C. NON-COMPACT SECTIOND. SLENDER SECTION

To classify the given steel section. Given, Steel Section: W10×33 Yield strength of steel (Fy) =…

Determine the section classification of W10x33 if Fy = 350 MPa bf = 202.18 mm tf = 11.05 mm d = 247.14 mm tw = 7.37 mm k = 27 mm LIMITING WIDTH-THICKNESS RATIO FLANGES OF W AND C SHAPES E 0.38 Fy E 1.0 |F, E 3.76 E 5.70 WEB OF W C SHAPES O A. COMPACT SECTION O B. NON-COMPACT FLANGE, COMPACT WEB O C. NON-COMPACT SECTION D. SLENDER SECTION

Determine the section classification of W10x33 if Fy = 350 MPa bf = 202.18 mm tf = 11.05 mm d = 247.14 mm tw = 7.37 mm k = 27 mm LIMITING WIDTH-THICKNESS RATIO FLANGES OF W AND C SHAPES E 0.38 Fy E 1.0 |F, E 3.76 E 5.70 WEB OF W C SHAPES O A. COMPACT SECTION O B. NON-COMPACT FLANGE, COMPACT WEB O C. NON-COMPACT SECTION D. SLENDER SECTION

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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