DeterminewhethertheD = 560 kipsL = 68 kipscompression member shownis adequate to support thegiven service loads. Take%3Dnote Pu = 1.4D.20'W12 x 79= 3.05 inK = 0.80, r=E = 29000 ksi, Fy = 50 ksiA992 steelInput Yes or No for yourfinal answer.Note: Ag = 23.2 in^2

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Determine whether the D = 560 kips L = 68 kips compression member shown is adequate to support the given service loads. Take note Pu = 1.4D. 20' W12 × 79 K = 0.80, r = 3.05 in E = 29000 ksi, Fy = 50 ksi A992 steel Input Yes or No for your final answer. e: Ag = 23.2 in^2

Determine whether the D = 560 kips L = 68 kips compression member shown is adequate to support the given service loads. Take note Pu = 1.4D. 20' W12 × 79 K = 0.80, r = 3.05 in E = 29000 ksi, Fy = 50 ksi A992 steel Input Yes or No for your final answer. e: Ag = 23.2 in^2

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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Question

Determine
whether
the
D = 560 kips
L = 68 kips
compression member shown
is adequate to support the
given service loads. Take
%3D
note Pu = 1.4D.
20'
W12 x 79
= 3.05 in
K = 0.80, r=
E = 29000 ksi, Fy = 50 ksi
A992 steel
Input Yes or No for your
final answer.
Note: Ag = 23.2 in^2

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