The beams are to be designed assuming they are supporting uniformly distributed line loads, not point loads, 6m 5m Unfactored Spow Load= Unfactored Roof Dead Load = Unfactored Floor Live Load = Unfactored Floor Dead Load = 1.9 КРа 7m 1.2 Кра 4.8 КРа 2 KPa Allowable LL deflection at roof = span Allowable LL deflection at floor span/ Column height second storey Column height first storey= Soil Capacity 21 3D 300 480 8m m 45 m 140 KPa Bm 9m Plan View Elevation Figure 1 Refer to Figure 1. What is the Unfactored Snow Load for Beam AB3 at the roof? O 1.9KN/m O7.6KN/m O 16.15KN/m O11.4KPA

The beams are to be designed assuming they are supporting uniformly distributed line loads, not point loads, 6m 5m Unfactored Spow Load= Unfactored Roof Dead Load = Unfactored Floor Live Load = Unfactored Floor Dead Load = 1.9 КРа 7m 1.2 Кра 4.8 КРа 2 KPa Allowable LL deflection at roof = span Allowable LL deflection at floor span/ Column height second storey Column height first storey= Soil Capacity 21 3D 300 480 8m m 45 m 140 KPa Bm 9m Plan View Elevation Figure 1 Refer to Figure 1. What is the Unfactored Snow Load for Beam AB3 at the roof? O 1.9KN/m O7.6KN/m O 16.15KN/m O11.4KPA

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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