Problem 4. Ignoring LR, reduced span, calculate the tributary areas for the following members shown in the partial plan to the right: (a) B1 - typical floor beam, (b) G1 - exterior girder, (c) G2 - interior girder, (d) C3 - corner column, and (e) B2 - interior column. II. Calculate the live load reduction factor (as a percentage) for the following members shown in the partial plan to the right: (f) B2 - interior column (supporting just this floor), (g) B1 - typical floor beam, and (h) G2 - interior girder. A I GI B I I B1 30'- I G2 B2 I- -25'- 3 I I 2 @ 10' 20' = 2 @ 10' = 20" P4

Problem 4. Ignoring LR, reduced span, calculate the tributary areas for the following members shown in the partial plan to the right: (a) B1 - typical floor beam, (b) G1 - exterior girder, (c) G2 - interior girder, (d) C3 - corner column, and (e) B2 - interior column. II. Calculate the live load reduction factor (as a percentage) for the following members shown in the partial plan to the right: (f) B2 - interior column (supporting just this floor), (g) B1 - typical floor beam, and (h) G2 - interior girder. A I GI B I I B1 30'- I G2 B2 I- -25'- 3 I I 2 @ 10' 20' = 2 @ 10' = 20" P4

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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