The building in Fig. P1.1 is used for general office space. The slab is 10 in. thick. The beams are 16 in. wide and have a total depth of 20 in., the bay dimensions are 20 ft in the X direction and 25 ft in the Y direction, and the superimposed service dead load is 4 psf. Calculate the slab factored load in psf and the beam factored load in klf.
The building in Fig. P1.1 is used for general office space. The slab is 10 in. thick. The beams are 16 in. wide and have a total depth of 20 in., the bay dimensions are 20 ft in the X direction and 25 ft in the Y direction, and the superimposed service dead load is 4 psf. Calculate the slab factored load in psf and the beam factored load in klf.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The building in Fig. P1.1 is used for general office space. The slab is 10 in. thick. The beams are 16 in. wide and have a total depth of 20 in., the bay dimensions are 20 ft in the X direction and 25 ft in the Y direction, and the superimposed service dead load is 4 psf.
Calculate the slab factored load in psf and the beam factored load in klf.
![1. The building in Fig. P1.1 is used for general office space. The slab is 10 in. thick. The beams
are 16 in. wide and have a total depth of 20 in., the bay dimensions are 20 ft in the X direction
and 25 ft in the y direction, and the superimposed service dead load is 4 psf. Calculate the slab
factored load in psf and the beam factored load in klf.
(3)
FIGURE P1.1
Building plan and elevation
(A)
B
(E)
4 bays @x'-xx"
-5@12'-0"
-5-
-2-
11
H
11
H
H
1
CI
lil
H
THI
H
u
---
¯
-
PL
Til
1
1
1
Li
IL
1
477
10
H
UL
11
Mi
1
1
11
11
[IT]
TT
11
11
Ox
ERANE
LI
11
5
-7 bays @y'-yy".
11
11
H
11
A
|||||
11
11
1₁1
TI
40
11
KN
Plan
Elevation
I
FI
II
H
I'l
H
1
Beams along lines A through E (i.e. placed parallel to y direction)
One-way slabs between lines A through E (i.e. supported by the beams)
Only gravity loads, no lateral forces
Normalweight concrete with a density of 150 pcf
191
Til
7
11
10
TT
11
tir
1.1
11
11
141
CI
10
11
n
lil
FI
1
11
11
lil
11
10
============
8
TO
20](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F225ea937-ec91-4f60-983d-e6a97001b794%2F3f8c89f8-8253-4d33-b920-d882658a31cb%2F228cata_processed.png&w=3840&q=75)
Transcribed Image Text:1. The building in Fig. P1.1 is used for general office space. The slab is 10 in. thick. The beams
are 16 in. wide and have a total depth of 20 in., the bay dimensions are 20 ft in the X direction
and 25 ft in the y direction, and the superimposed service dead load is 4 psf. Calculate the slab
factored load in psf and the beam factored load in klf.
(3)
FIGURE P1.1
Building plan and elevation
(A)
B
(E)
4 bays @x'-xx"
-5@12'-0"
-5-
-2-
11
H
11
H
H
1
CI
lil
H
THI
H
u
---
¯
-
PL
Til
1
1
1
Li
IL
1
477
10
H
UL
11
Mi
1
1
11
11
[IT]
TT
11
11
Ox
ERANE
LI
11
5
-7 bays @y'-yy".
11
11
H
11
A
|||||
11
11
1₁1
TI
40
11
KN
Plan
Elevation
I
FI
II
H
I'l
H
1
Beams along lines A through E (i.e. placed parallel to y direction)
One-way slabs between lines A through E (i.e. supported by the beams)
Only gravity loads, no lateral forces
Normalweight concrete with a density of 150 pcf
191
Til
7
11
10
TT
11
tir
1.1
11
11
141
CI
10
11
n
lil
FI
1
11
11
lil
11
10
============
8
TO
20
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