Determine the reaction forces for girder G-1. Column A Beam B-1 L1 Beam B-2 Girder G-1 Girder G-2 L1 Beam B-3 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = After the initial calculation, we determined the following information: The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = open lbs lbs L1 • Live load = 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3= 10 ft Column B Beam B-4 L2 L3
Determine the reaction forces for girder G-1. Column A Beam B-1 L1 Beam B-2 Girder G-1 Girder G-2 L1 Beam B-3 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = After the initial calculation, we determined the following information: The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = open lbs lbs L1 • Live load = 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3= 10 ft Column B Beam B-4 L2 L3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:F1
Determine the reaction forces for girder G-1.
Column A
Beam B-1
L1
-0
Beam B-2
F2
Girder G-1
Please round to the nearest one.
Reaction force for Girder G-1 (Column A side) =
Girder G-2
L1
After the initial calculation, we determined the following information:
• The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs
• The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs
Reaction force for Girder G-1 (Column B side) =
80
F3
•
Live
load 50 psf
• Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = 8 psf
(5) Beam = 25 lb/ft, (6) Girder = 35 lb/ft
• Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3 = 10 ft
Beam B-3
000
000
F4
lbs
open
lbs
F5
L1
Column B
Beam B-4
L2
F6
L3
MacBook Air
←
F7
F8
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