School of I- I- 30 ft C1 B1 B2 E G1 4 @ 8 ft Floor 13 Span C3 G2 4 @ 8 ft -I- 30 ft 1. Calculate the dead load, wp (kip/ft), applied to beam B2 based on tributary load analysis for the given loads and floor span direction. In addition to the weight of concrete, include an additional 25 psf dead load (total of fixed partitions, HVAC, and drop ceiling). Neglect the beam self-weight and the weight of the corrugated steel sheet metal. 2. Draw an FBD of beam B2 showing the calculated dead load, wp, and support reactions. 3. Report the maximum bending moment (kip-ft) in beam B2 due to dead load. 4. What is the minimum uniform live load, L. (psf), for this occupancy? 5. Calculate the live load, WL (kip/ft), applied to beam B2 based on tributary load analysis for the occupancy and floor span direction. 6. Draw an FBD of beam B2 showing the calculated live load, wL, and reactions 7. Report the maximum bending moment (kip-ft) in beam B2 due to live load. 8. Is live load reduction allowed for this occupancy? 9. Whether or not live load reduction is allowed, what is the adjusted tributary area, KLLAT (ft²), supported by beam B2? 10. Likewise, what is the adjusted tributary area, KLLAT (ft²), supported by column C2, regardless of if live load reduction is allowed or not?
School of I- I- 30 ft C1 B1 B2 E G1 4 @ 8 ft Floor 13 Span C3 G2 4 @ 8 ft -I- 30 ft 1. Calculate the dead load, wp (kip/ft), applied to beam B2 based on tributary load analysis for the given loads and floor span direction. In addition to the weight of concrete, include an additional 25 psf dead load (total of fixed partitions, HVAC, and drop ceiling). Neglect the beam self-weight and the weight of the corrugated steel sheet metal. 2. Draw an FBD of beam B2 showing the calculated dead load, wp, and support reactions. 3. Report the maximum bending moment (kip-ft) in beam B2 due to dead load. 4. What is the minimum uniform live load, L. (psf), for this occupancy? 5. Calculate the live load, WL (kip/ft), applied to beam B2 based on tributary load analysis for the occupancy and floor span direction. 6. Draw an FBD of beam B2 showing the calculated live load, wL, and reactions 7. Report the maximum bending moment (kip-ft) in beam B2 due to live load. 8. Is live load reduction allowed for this occupancy? 9. Whether or not live load reduction is allowed, what is the adjusted tributary area, KLLAT (ft²), supported by beam B2? 10. Likewise, what is the adjusted tributary area, KLLAT (ft²), supported by column C2, regardless of if live load reduction is allowed or not?
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
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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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Transcribed Image Text:School of
I-
I-
30 ft
C1
B1
B2
E
G1
4 @ 8 ft
Floor
13
Span
C3
G2
4 @ 8 ft
-I-
30 ft
1. Calculate the dead load, wp (kip/ft), applied to beam B2 based on tributary load
analysis for the given loads and floor span direction.
In addition to the weight of concrete, include an additional 25 psf dead load (total
of fixed partitions, HVAC, and drop ceiling). Neglect the beam self-weight and the
weight of the corrugated steel sheet metal.
2. Draw an FBD of beam B2 showing the calculated dead load, wp, and support reactions.
3. Report the maximum bending moment (kip-ft) in beam B2 due to dead load.
4. What is the minimum uniform live load, L. (psf), for this occupancy?
5. Calculate the live load, WL (kip/ft), applied to beam B2 based on tributary load
analysis for the occupancy and floor span direction.
6. Draw an FBD of beam B2 showing the calculated live load, wL, and reactions
7. Report the maximum bending moment (kip-ft) in beam B2 due to live load.
8. Is live load reduction allowed for this occupancy?
9. Whether or not live load reduction is allowed, what is the adjusted tributary area,
KLLAT (ft²), supported by beam B2?
10. Likewise, what is the adjusted tributary area, KLLAT (ft²), supported by column C2,
regardless of if live load reduction is allowed or not?
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