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PLATE 2 7 N 8 I 4 46 J S k N X 40KN 30KN- t T כ 15KN A E LU P 0 F Q B D W H S T5m 2.5m 十 3m + 3m + //// 4m E 4m 4m E • USE PORTAL METHOD AND CANTILEVER METHOD. COLUMN CROSS-SECTION AREA ARE THE SAME.

PLATE 2 7 N 8 I 4 46 J S k N X 40KN 30KN- t T כ 15KN A E LU P 0 F Q B D W H S T5m 2.5m 十 3m + 3m + //// 4m E 4m 4m E • USE PORTAL METHOD AND CANTILEVER METHOD. COLUMN CROSS-SECTION AREA ARE THE SAME.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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PLATE 2 7 N 8 I 4 46 J S k N X 40KN 30KN- t T כ 15KN A E LU P 0 F Q B D W H S T5m 2.5m 十 3m + 3m + //// 4m E 4m 4m E • USE PORTAL METHOD AND CANTILEVER METHOD. COLUMN CROSS-SECTION AREA ARE THE SAME.
Transcribed Image Text:PLATE 2 7 N 8 I 4 46 J S k N X 40KN 30KN- t T כ 15KN A E LU P 0 F Q B D W H S T5m 2.5m 十 3m + 3m + //// 4m E 4m 4m E • USE PORTAL METHOD AND CANTILEVER METHOD. COLUMN CROSS-SECTION AREA ARE THE SAME.
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