Given Hollow Steel Section (HSS) that is 4"x6" and 1/2" thick, with axial and transverse loading shown, determine the total normal stress at a. The 5k load on the bottom of the beam b. At the mid-span in the middle of the beam C. At the 10k load on top of the beam 5k 10k 5' 10' 5' B CENTROID 5 k 3k 8k 6" 6.25k 8.75k +6.25k SECTION +1.25k "V' -8.75k +43.75k-ft +31.25k-ft. 'M" 8 k 5k + tension P = Ok

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Combined Stresses
Given Hollow Steel Section (HSS) that is 4"x6" and 1/2" thick, with axial and
transverse loading shown, determine the total normal stress at
a. The 5k load on the bottom of the beam
b. At the mid-span in the middle of the beam
C. At the 10k load on top of the beam
5k
10k
A
5'
10'
5'
B
CENTROID
4"
5 k
3k
8k
6"
2'
6.25k
8.75k
+6.25k
SECTION
+1.25k
'V"
-8.75k
+43.75k-ft.
+31.25k-ft.
'M'
8k
5 k
+ tension
P = Ok
%3D
Transcribed Image Text:Combined Stresses Given Hollow Steel Section (HSS) that is 4"x6" and 1/2" thick, with axial and transverse loading shown, determine the total normal stress at a. The 5k load on the bottom of the beam b. At the mid-span in the middle of the beam C. At the 10k load on top of the beam 5k 10k A 5' 10' 5' B CENTROID 4" 5 k 3k 8k 6" 2' 6.25k 8.75k +6.25k SECTION +1.25k 'V" -8.75k +43.75k-ft. +31.25k-ft. 'M' 8k 5 k + tension P = Ok %3D
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