Determine the reaction forces for beams B-1, B-2, and B-3. Column A Column B Girder G-1 open Girder G-2 L1 L1 L1 • Live load = 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck 5 psf, (3) Mechanical equipment = 13 psf, (4) Suspended ceiling = 8 psf, %3D %3D (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 %3D %3D Please round to the nearest one. Reaction force for Beam B-1 (one side only) = Ibs Reaction force for Beam B-2 (one side only): Ibs %3D Reaction force for Beam B-3 (open side) Ibs Reaction force for Beam B-3 (Girder G-1 side) = Ibs Beam B-1 Beam B-2 Beam B-3 Beam B-4 L3 L2
Determine the reaction forces for beams B-1, B-2, and B-3. Column A Column B Girder G-1 open Girder G-2 L1 L1 L1 • Live load = 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck 5 psf, (3) Mechanical equipment = 13 psf, (4) Suspended ceiling = 8 psf, %3D %3D (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 %3D %3D Please round to the nearest one. Reaction force for Beam B-1 (one side only) = Ibs Reaction force for Beam B-2 (one side only): Ibs %3D Reaction force for Beam B-3 (open side) Ibs Reaction force for Beam B-3 (Girder G-1 side) = Ibs Beam B-1 Beam B-2 Beam B-3 Beam B-4 L3 L2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![learn
Determine the reaction forces for beams B-1, B-2, and B-3.
Column A
Column B
Girder G-1
open
Girder G-2
L1
L1
L1
• Live load = 30 psf
• Dead load: (1) Slab = 50 psf, (2) Deck = 5 psf, (3) Mechanical equipment = 13 psf, (4) Suspended ceiling = 8 psf,
(5) Beam = 25 Ib/ft, (6) Girder 35 lb/ft
• Beam and Girder spacing: : (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3 = 10 ft
Please round to the nearest one.
Reaction force for Beam B-1 (one side only) =
Ibs
Reaction force for Beam B-2 (one side only) =
Ibs
Reaction force for Beam B-3 (open side) =
Ibs
Reaction force for Beam B-3 (Girder G-1 side) =
Ibs
MacBook Air
II
F8
F1
F2
F3
F4
F5
F6
F7
$
%
&
*
2
3
4
5
6
7
8
Beam B-1
Beam B-2
Beam B-3
Beam B-4
L3
L2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F197a0fda-5579-4d07-a448-81b6332bce83%2Fbcaed809-ff3b-4745-abfb-fe1be8761dfb%2Fa1q1aun_processed.jpeg&w=3840&q=75)
Transcribed Image Text:learn
Determine the reaction forces for beams B-1, B-2, and B-3.
Column A
Column B
Girder G-1
open
Girder G-2
L1
L1
L1
• Live load = 30 psf
• Dead load: (1) Slab = 50 psf, (2) Deck = 5 psf, (3) Mechanical equipment = 13 psf, (4) Suspended ceiling = 8 psf,
(5) Beam = 25 Ib/ft, (6) Girder 35 lb/ft
• Beam and Girder spacing: : (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3 = 10 ft
Please round to the nearest one.
Reaction force for Beam B-1 (one side only) =
Ibs
Reaction force for Beam B-2 (one side only) =
Ibs
Reaction force for Beam B-3 (open side) =
Ibs
Reaction force for Beam B-3 (Girder G-1 side) =
Ibs
MacBook Air
II
F8
F1
F2
F3
F4
F5
F6
F7
$
%
&
*
2
3
4
5
6
7
8
Beam B-1
Beam B-2
Beam B-3
Beam B-4
L3
L2
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