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 •..
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 •..
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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