A built up section consists of S 150 x 26 and two channels C 380 x 74 having a I effective length of 6 m. The section is pin-connected at both ends. Use A 572 Grade 50 steel and NSCP Specifications. Compute Compute Inertia Are a of X and y. CIVIL ENGINEERING-STEEL DESIGN; DOUBLE CHECK YOUR ANSWERS Properties of One channel C 380 x 74 A = 9480 mm² d = 381 mm I= 168 x 106 mm 7₂= 133 mm ly=4.6 x 106 mm x=20.3 mm Ty=22 mm t=18.2 mm Properties of One S 150 x 26 A = 3250 mm² I, 10.8 x 10 mm Ly=0.952 x 106 mm d = 152 mm Tx = 57.7 mm Ty = 17.1 mm C380x74 20.3 18.2 -73.973.9 (s 150x26 -152- 20.3 18.2

A built up section consists of S 150 x 26 and two channels C 380 x 74 having a I effective length of 6 m. The section is pin-connected at both ends. Use A 572 Grade 50 steel and NSCP Specifications. Compute Compute Inertia Are a of X and y. CIVIL ENGINEERING-STEEL DESIGN; DOUBLE CHECK YOUR ANSWERS Properties of One channel C 380 x 74 A = 9480 mm² d = 381 mm I= 168 x 106 mm 7₂= 133 mm ly=4.6 x 106 mm x=20.3 mm Ty=22 mm t=18.2 mm Properties of One S 150 x 26 A = 3250 mm² I, 10.8 x 10 mm Ly=0.952 x 106 mm d = 152 mm Tx = 57.7 mm Ty = 17.1 mm C380x74 20.3 18.2 -73.973.9 (s 150x26 -152- 20.3 18.2

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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