C B C B A 16'-0" 1 Deck Room 2 3 4 19'-0" 19'-0" 8'-4" Master Bath Ceramic tiles Family Master Bedroom Class Handrel ARCHITECTURAL BACKGROUND 7'-0" 19'-0" A 16'-0" 2x10 @12" o/c 2x10 @12" o/c 2x10 @12" o/c LEGEND: ПО 3 4 19'-0" 8'-4" -I- -I 2x10 @12" o/c 2x10 @16" o/c STEEL BEAM STRUCTURAL STEEL FRAME MOMENT CONNECTION I, O/O COLUMN, UP / DOWN -I ✓ 2×10 @ X" o/c 2"x10" WOOD JOISTS SPACED X" ON CENTER 1. Complete the load schedule by filling the grey cells, use the provided handouts LOAD SCHEDULE LOADS (PSF) TYPICAL FLOOR TYPICAL BATH DECK CONSTRUCTION DEAD LOAD STEEL 5 5 2x10@12" JOISTS 2X10 @ 16' JOISTS 7 7 8 SUPERIMPOSED DEAD LOAD MEP & CEILING 3/4" CERAMIC TILES ON 1" MORTAR HARDWOOD FLOOR FINISH PARTITIONS DECKING LIVE LOAD RESIDENTIAL DECK TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD 5 5 - 4 4 12 12 4 4 40 40 33 40 73 2. Neglect facade loads. What are the values of the dead load, live load and total load on the beams along grid 3 and 4? Answers in plf; show your work. 3. Explain what are the loads expected on the beam along grid C between grid 2 and grid 3? (Don't forget to look at the architectural background..!)

Residential Construction Academy: House Wiring (MindTap Course List)
4th Edition
ISBN:9781285852225
Author:Gregory W Fletcher
Publisher:Gregory W Fletcher
Chapter7: Introduction To Residential Service Entrances
Section: Chapter Questions
Problem 26RQ
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C
B
C
B
A
16'-0"
1
Deck
Room
2
3
4
19'-0"
19'-0"
8'-4"
Master Bath
Ceramic tiles
Family
Master Bedroom
Class Handrel
ARCHITECTURAL BACKGROUND
7'-0"
19'-0"
A
16'-0"
2x10
@12" o/c
2x10
@12" o/c
2x10
@12" o/c
LEGEND:
ПО
3
4
19'-0"
8'-4"
-I-
-I
2x10
@12" o/c
2x10
@16" o/c
STEEL BEAM
STRUCTURAL STEEL FRAME
MOMENT CONNECTION
I, O/O COLUMN, UP / DOWN
-I
✓ 2×10
@ X" o/c
2"x10" WOOD JOISTS SPACED X" ON CENTER
Transcribed Image Text:C B C B A 16'-0" 1 Deck Room 2 3 4 19'-0" 19'-0" 8'-4" Master Bath Ceramic tiles Family Master Bedroom Class Handrel ARCHITECTURAL BACKGROUND 7'-0" 19'-0" A 16'-0" 2x10 @12" o/c 2x10 @12" o/c 2x10 @12" o/c LEGEND: ПО 3 4 19'-0" 8'-4" -I- -I 2x10 @12" o/c 2x10 @16" o/c STEEL BEAM STRUCTURAL STEEL FRAME MOMENT CONNECTION I, O/O COLUMN, UP / DOWN -I ✓ 2×10 @ X" o/c 2"x10" WOOD JOISTS SPACED X" ON CENTER
1. Complete the load schedule by filling the grey cells, use the provided handouts
LOAD SCHEDULE
LOADS
(PSF) TYPICAL FLOOR
TYPICAL BATH
DECK
CONSTRUCTION DEAD LOAD
STEEL
5
5
2x10@12" JOISTS
2X10 @ 16' JOISTS
7
7
8
SUPERIMPOSED DEAD LOAD
MEP & CEILING
3/4" CERAMIC TILES ON 1" MORTAR
HARDWOOD FLOOR FINISH
PARTITIONS
DECKING
LIVE LOAD
RESIDENTIAL
DECK
TOTAL DEAD LOAD
LIVE LOAD
TOTAL LOAD
5
5
-
4
4
12
12
4
4
40
40
33
40
73
2. Neglect facade loads. What are the values of the dead load, live load and total load on the
beams along grid 3 and 4? Answers in plf; show your work.
3. Explain what are the loads expected on the beam along grid C between grid 2 and grid 3?
(Don't forget to look at the architectural background..!)
Transcribed Image Text:1. Complete the load schedule by filling the grey cells, use the provided handouts LOAD SCHEDULE LOADS (PSF) TYPICAL FLOOR TYPICAL BATH DECK CONSTRUCTION DEAD LOAD STEEL 5 5 2x10@12" JOISTS 2X10 @ 16' JOISTS 7 7 8 SUPERIMPOSED DEAD LOAD MEP & CEILING 3/4" CERAMIC TILES ON 1" MORTAR HARDWOOD FLOOR FINISH PARTITIONS DECKING LIVE LOAD RESIDENTIAL DECK TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD 5 5 - 4 4 12 12 4 4 40 40 33 40 73 2. Neglect facade loads. What are the values of the dead load, live load and total load on the beams along grid 3 and 4? Answers in plf; show your work. 3. Explain what are the loads expected on the beam along grid C between grid 2 and grid 3? (Don't forget to look at the architectural background..!)
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