a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components. Show the weight calculation in the table below. b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below. Item Structural weights Slab Assume 14" thick Beam 7' wide by 20" deep Non-structural weights (see material weight tables) Fixed partitions Hardwood floor finish Acoustical fiber tile plus Channel-suspended system Insulation Mechanical, electrical, and plumbing systems Assume %" thick Description 4-inch thick rigid fiber glass Assume Sum of dead loads Live load per ASCE 7-10 Table 4-1 Dead Load (psf) 10
a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components. Show the weight calculation in the table below. b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below. Item Structural weights Slab Assume 14" thick Beam 7' wide by 20" deep Non-structural weights (see material weight tables) Fixed partitions Hardwood floor finish Acoustical fiber tile plus Channel-suspended system Insulation Mechanical, electrical, and plumbing systems Assume %" thick Description 4-inch thick rigid fiber glass Assume Sum of dead loads Live load per ASCE 7-10 Table 4-1 Dead Load (psf) 10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![5.5 The following is a framing plan and section of a gymnasium floor over a parking garage.
The construction consists of conventionally reinforced normal-weight (150 pcf) concrete.
3'-6"
-0
7-0
BEAM (84"x20 D)
31'-0"
-0
O
0
O
BEAM (84"x20 D)
31'-0"
to
0
FLOOR FRAMING PLAN
NO SCALE
SECTION A-A
BEAM (84 WX20 D)
31'-0"
BEAM (84x200)
O
7'-0"
Q
IIIIIIIIIIIIIIIIII||||
44
→
25'-0"
25'-0"
0-,SZ
25'-0"
-30% CONC
COL BELOW
(TYP)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6702fdee-39c1-42c0-96c0-38e3314f486d%2F0a310f76-e111-4af5-95e4-f72698bb6198%2Fm2k2x74_processed.png&w=3840&q=75)
Transcribed Image Text:5.5 The following is a framing plan and section of a gymnasium floor over a parking garage.
The construction consists of conventionally reinforced normal-weight (150 pcf) concrete.
3'-6"
-0
7-0
BEAM (84"x20 D)
31'-0"
-0
O
0
O
BEAM (84"x20 D)
31'-0"
to
0
FLOOR FRAMING PLAN
NO SCALE
SECTION A-A
BEAM (84 WX20 D)
31'-0"
BEAM (84x200)
O
7'-0"
Q
IIIIIIIIIIIIIIIIII||||
44
→
25'-0"
25'-0"
0-,SZ
25'-0"
-30% CONC
COL BELOW
(TYP)
![a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components.
Show the weight calculation in the table below.
b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below.
Item
Structural weights
Slab
Assume 14" thick
Beam
7' wide by 20" deep
Non-structural weights
(see material weight tables)
Fixed partitions
Hardwood floor finish
Acoustical fiber tile plus
Channel-suspended system
Insulation
Mechanical, electrical, and
plumbing systems
Assume
%" thick
Description
4-inch thick rigid fiber glass
Assume
Live load
per
Sum of dead loads
ASCE 7-10 Table 4-1
Dead Load (psf)
10
6](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6702fdee-39c1-42c0-96c0-38e3314f486d%2F0a310f76-e111-4af5-95e4-f72698bb6198%2F0mh0do_processed.png&w=3840&q=75)
Transcribed Image Text:a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components.
Show the weight calculation in the table below.
b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below.
Item
Structural weights
Slab
Assume 14" thick
Beam
7' wide by 20" deep
Non-structural weights
(see material weight tables)
Fixed partitions
Hardwood floor finish
Acoustical fiber tile plus
Channel-suspended system
Insulation
Mechanical, electrical, and
plumbing systems
Assume
%" thick
Description
4-inch thick rigid fiber glass
Assume
Live load
per
Sum of dead loads
ASCE 7-10 Table 4-1
Dead Load (psf)
10
6
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