Determine the nominal axial compressive strength for the following cases conforming to AISC Requirements: L = 15 FTL = 20 FT W10 x 33LA992 steelA992 STEEL: Fy = 50 ksi and Fu = 65 ksi W10x33A =9.71in.^2d =9.730in.tw =0.290in.bf =7.960in.tf =0.435in.T =7-1/2in.k =0.9350in.in.k1 =0.7500gage =5-1/2in.rt =2.140in.d/Af =2.81Ix =Sx =171.00in. ^435.00in.^3rx4.190in.ly =Sy =36.60in.^49.20in. ^3ry =|1.940in.I| ||

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Determine the nominal axial compressive strength for the following cases conforming to AISC Requirements: L = 15 FT L = 20 FT

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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Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

100%

Determine the nominal axial compressive strength for the following cases conforming to AISC Requirements:

L = 15 FT
L = 20 FT

W10 x 33
L
A992 steel
A992 STEEL: Fy = 50 ksi and Fu = 65 ksi

W10x33
A =
9.71
in.^2
d =
9.730
in.
tw =
0.290
in.
bf =
7.960
in.
tf =
0.435
in.
T =
7-1/2
in.
k =
0.9350
in.
in.
k1 =
0.7500
gage =
5-1/2
in.
rt =
2.140
in.
d/Af =
2.81
Ix =
Sx =
171.00
in. ^4
35.00
in.^3
rx
4.190
in.
ly =
Sy =
36.60
in.^4
9.20
in. ^3
ry =|
1.940
in.
I| ||

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