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G-1 The drawing shows the beam (B) and girder (G) layout for the third floor of a commercial building. The live load (LL) for the flow is 45 PSF and the dead load (DL), which consists of a 4" thick concrete slab weighs 50 PSF. For now, we will neglect the weight of the beams/girders. 24 ft 6 ft 6 ft 6 ft 6 ft 6 ft G-2 C6 30 ft G-3 24 ft B-1 B-2 B-3 B-4 B-5 B-6 G-4 Compute the distributed loads applied on girder G-2. Show a FBD of these loads and compute the reactions at columns C2 and C6.

G-1 The drawing shows the beam (B) and girder (G) layout for the third floor of a commercial building. The live load (LL) for the flow is 45 PSF and the dead load (DL), which consists of a 4" thick concrete slab weighs 50 PSF. For now, we will neglect the weight of the beams/girders. 24 ft 6 ft 6 ft 6 ft 6 ft 6 ft G-2 C6 30 ft G-3 24 ft B-1 B-2 B-3 B-4 B-5 B-6 G-4 Compute the distributed loads applied on girder G-2. Show a FBD of these loads and compute the reactions at columns C2 and C6.

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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G-1 The drawing shows the beam (B) and girder (G) layout for the third floor of a commercial building. The live load (LL) for the flow is 45 PSF and the dead load (DL), which consists of a 4" thick concrete slab weighs 50 PSF. For now, we will neglect the weight of the beams/girders. 24 ft 6 ft 6 ft 6 ft 6 ft 6 ft G-2 C6 30 ft G-3 24 ft B-1 B-2 B-3 B-4 B-5 B-6 G-4 Compute the distributed loads applied on girder G-2. Show a FBD of these loads and compute the reactions at columns C2 and C6.
Transcribed Image Text:G-1 The drawing shows the beam (B) and girder (G) layout for the third floor of a commercial building. The live load (LL) for the flow is 45 PSF and the dead load (DL), which consists of a 4" thick concrete slab weighs 50 PSF. For now, we will neglect the weight of the beams/girders. 24 ft 6 ft 6 ft 6 ft 6 ft 6 ft G-2 C6 30 ft G-3 24 ft B-1 B-2 B-3 B-4 B-5 B-6 G-4 Compute the distributed loads applied on girder G-2. Show a FBD of these loads and compute the reactions at columns C2 and C6.
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