Office Conventional Steel Brochure - 7

A.5

A

B.3

B

D

C

B.7

119'-10"

W18x35

W21x55 C

W16x26

W16x26 C

W16x26

W21x44

W21x44 C

W16x26 C

W16x26

W24x55

W21x44 C

W24x68

W16x26

W21x44 C

W16x31

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W21x44 C

W21x44 C

W21x44 C

W24x68

W21x44 C

W21x44 C

W16x26 C

MOMENT FRAME 4

W24x55

W21x44 C

W24x55

W21x44 C

W24x68

W21x44 C

W16x26 C

W16x26 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26

W21x44 C

W21x44 C

W24x55

W21x44 C

W16x26

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W24x55

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C

W21x44 C

W16x26 C

W21x44 C
W24x76

W21x44 C
MOMENT FRAME 3

W16x26 C

W21x50
W21x50
W21x50

W21x44 C

BRACED FRAME 2

W21x44 C

W21x50

W16x26 C

W24x55

W21x44 C

W24x68

W21x44 C

W24x62

W16x26 C

W21x50

W21x44 C

W24x55

W21x44 C

BRACED FRAME 2

W24x55

W24x68

W16x26 C

W24x68

W21x44 C

W18x35

W21x44

26'-2"

2

W21x44 C

W24x55

W24x55
W24x55

30'-0"

3

W16x26 C

W16x26 C

W21x44

W24x55

30'-0"
30'-0"

4

W21x44 C

W16x26 C

W21x44 C

W24x68

W24x55

6

MOMENT FRAME 1

7

W21x44 C

W21x44 C

W24x68

30'-0"

W24x55

8

W21x44 C

W24x68

30'-0"

W24x55

9

W21x44 C

W24x55

30'-0"

W24x55

BRACED FRAME 5

5

AISC Office: Conventional Steel Framing

W21x44 C
W21x44 C

W21x44 C

30'-4"

14'-8"

W21x44 C

W21x44 C

W21x44 C

10

1

W21x50

W14x22

26'-2"
20'-0"

10.7

W16x26

11

10'-0"

W27x84

30'-0"

Notes:
1. Each member is marked with
the estimated member size
for wide-flange (W) beam and
the designation for camber.
If present, the designation
"C" indicates an assumed
camber from ¾ in. to 2 in.
The estimated number of
studs for each member is not
indicated; a total estimated
number of studs is provided
in the quantities.
2. Boxes indicate lateral frames.
The wide-flange beams are
moment-connected to the
columns in the moment
frames and pin-connected to
columns in the braced frames.
NO special base plate detail
is assumed for the columns.
3.
indicates the direction
of the estimated floor slab,
which consists of 3 in.
composite metal deck with
3¼ in. lightweight concrete
topping.
4. See the Column and Frame
Layout Plans and the Column
Schedule for gravity column
sizes.
5. All beams are W12×14, unless
noted otherwise.

12

14'-8"

MOMENT FRAME 6

W14x22

322'-4"
30'-0"

Fourth Floor
Framing Plan

14'-8"

21'-6"

24'-0"

W16x31

7
Office Conventional Steel Brochure

Table of Contents for the Digital Edition of Office Conventional Steel Brochure
