Section properties W10 × 49 A = 14.4 in2 d = 10.0 in tw = 0.34 in bf = 10.0 in tf = 0.560 in Ix = 272 in4 Sx = 54.6 in³ rx = 4.35 in I Zx = 60.4 in Iy = 93.4 in* Sy 18.7 in3 existing W10 x 49 ry = 2.54 in Zy= 28.3 in³ within x 11 in plates (A) 1.8 (C) 2.6 Material properties column ASTM A992 Fy = 50 ksi Fu = 65 ksi plates ASTM A572, grade 50 Fy= 50 ksi Fu = 65 ksi Adding the reinforcement will increase the load-carrying capacity of the column by a factor of most nearly (B) 2.2 (D) 2.8

Section properties W10 × 49 A = 14.4 in2 d = 10.0 in tw = 0.34 in bf = 10.0 in tf = 0.560 in Ix = 272 in4 Sx = 54.6 in³ rx = 4.35 in I Zx = 60.4 in Iy = 93.4 in* Sy 18.7 in3 existing W10 x 49 ry = 2.54 in Zy= 28.3 in³ within x 11 in plates (A) 1.8 (C) 2.6 Material properties column ASTM A992 Fy = 50 ksi Fu = 65 ksi plates ASTM A572, grade 50 Fy= 50 ksi Fu = 65 ksi Adding the reinforcement will increase the load-carrying capacity of the column by a factor of most nearly (B) 2.2 (D) 2.8

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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