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Opening 30 ft Girder 3 C2 Beam 3 Girder 1 Beam Beam 2 7 ft 7 ft 15 ft Girder 2 15 ft Fig. 2 C1 15 ft (RA) G3 GI A C2 16' OPENING (RA) TGI OPENING 16' WA L= 15' اله B3 R5 WA CI R6 7.5 15 G₂ 7.5 Wo R₂ 03 15 (R₂ (R₁) G2 151 (26) (R7) 30 ft PLAN

Opening 30 ft Girder 3 C2 Beam 3 Girder 1 Beam Beam 2 7 ft 7 ft 15 ft Girder 2 15 ft Fig. 2 C1 15 ft (RA) G3 GI A C2 16' OPENING (RA) TGI OPENING 16' WA L= 15' اله B3 R5 WA CI R6 7.5 15 G₂ 7.5 Wo R₂ 03 15 (R₂ (R₁) G2 151 (26) (R7) 30 ft PLAN

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.
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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The single story building shown in Fig. 2 has an applied uniform load of 300 psf (0.3ksf) 
including the self weight of the beams and the girders. The roof has a 16 ft x 15 ft 
opening as shown.  
1. Determine the axial loads on Columns C1 and C2 using reactions from the beams 
supported on the columns. 
2. Determine the axial loads on Columns C1 and C2 using the concept of tributary 
areas. 

Opening 30 ft Girder 3 C2 Beam 3 Girder 1 Beam Beam 2 7 ft 7 ft 15 ft Girder 2 15 ft Fig. 2 C1 15 ft
Transcribed Image Text:Opening 30 ft Girder 3 C2 Beam 3 Girder 1 Beam Beam 2 7 ft 7 ft 15 ft Girder 2 15 ft Fig. 2 C1 15 ft
(RA) G3 GI A C2 16' OPENING (RA) TGI OPENING 16' WA L= 15' اله B3 R5 WA CI R6 7.5 15 G₂ 7.5 Wo R₂ 03 15 (R₂ (R₁) G2 151 (26) (R7) 30 ft PLAN
Transcribed Image Text:(RA) G3 GI A C2 16' OPENING (RA) TGI OPENING 16' WA L= 15' اله B3 R5 WA CI R6 7.5 15 G₂ 7.5 Wo R₂ 03 15 (R₂ (R₁) G2 151 (26) (R7) 30 ft PLAN
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