plates. Additional connection requirements are given for other built-up compression members compesed of plates or plates and shapes. 11:01 . . 0.44 KB/S 98 local_media96128... Problems 171 blems AISC Requirements Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive strength for the following cases: a. L=15 ft 4.3-1 b. L=20 ft W10× 33 A992 steel FIGURE DA 3-1 •..

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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plates. Additional connection requirements are given for other built-up compression
members compesed of plates or plates and shapes.
11:01 . .
0.44
KB/S
98
local_media96128...
Problems
171
blems
AISC Requirements
Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive
strength for the following cases:
a. L=15 ft
4.3-1
b. L=20 ft
W10× 33
A992 steel
FIGURE DA 3-1
•..
Transcribed Image Text:plates. Additional connection requirements are given for other built-up compression members compesed of plates or plates and shapes. 11:01 . . 0.44 KB/S 98 local_media96128... Problems 171 blems AISC Requirements Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive strength for the following cases: a. L=15 ft 4.3-1 b. L=20 ft W10× 33 A992 steel FIGURE DA 3-1 •..
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