Trace the load, draw FBD and calculate support reactions for the following elements: Beam B2 Beam B3 Girder G1
Trace the load, draw FBD and calculate support reactions for the following elements: Beam B2 Beam B3 Girder G1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Trace the load, draw FBD and calculate support reactions for the following elements:
- Beam B2
- Beam B3
- Girder G1

Transcribed Image Text:Loads:
Quarry tile = 5 psf
Concrete slab = 12.5 psf per inch of thickness
Metal decking - 2.5 psf
Suspended acoustical ceiling = 1 psf
Fireproofing of steel decking/framing = 1 psf
Beam self weight = 40 pounds per lineal foot (plf)
Girder self weight = 60 plf
Beam B-1
(a) Isometric view of partial steel framing arrangement
12
Concrete slab
on steel decking
Girder G-1
ITI
Girder G-2
12
Beam B-2
Beam B-3
G-1
Girder G-3
12
Beam B-4
(b) Partial floor framing - office structure
Col. A
Beam B-2
Girder G-1
Beam B-3
Girder G-1 (partial framing)
Steel deck
Concrete slab
(4" ave. thickness) Corrugated
steel deck
Concrete
floor slab
-Girder G-1
Col. B
Steel floor
beam B-4
Section A @ Girder G-1
Steel floor
beam B-2
Section B @beam B-2
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