30'-0" (typical) W 24 x 55 W 21 x 44 (T.O.S.)-(2½") W 21 x 44 (T.O.S.)-(2½") W 21 x 44 (T.O.S.) - (2½") 36'-0" (typical) W 12 x 22 ) 28 K W 24 x 55 W 12 x 16 (TOS)-(2) (3) 28 K 9's W 24 x 55 W 12 x 16 3.0 ft. O.C. W 12 x 22 2nd and 3rd Floor Plans (2) 28 K 9's W 24 x 68 (T.O.S.) (2½") W 24 x 68 (T.O.S.) (2½") W 12 x 22 (9) 28 K 9's 3.0 ft. C (2) 28 K 9's W 16 x 26 W 24 x 68' (T.O.S.) (2½") W 12 x 22 S-6 (9) 28 K 9's 3.0 ft. O.C. W 12 x 22 9) 28 K 9's 3.0 ft. O.C W 27 x 84 W 24 x 68 (T.O.S.) (2½") W 24 x 68 (T.O.S.) (2½") W 24 x 68 (T.O.S.) (2½") W 16 x 26 ) 28 K 3.0 ft. 0.0 W 27 x 84 ) 28 K 3.0 ft. O.C. W 12 x 22 W 24 x 84 (T.O.S.)-(2½") W 12 x 16 2) 28 K 9's W 21 x 44 (T.O.S.)-(2½") W 24 x 84 (T.O.S.) (2½") W 21 x 44 (T.O.S.)-(2½") AISC Office Building Steel Building Case Study Lawrence, Kansas A ISC Design Engineers Sheet #: S-2 Scale: 3/32" = 1'-0" Sheet: 2 of 9
30'-0" (typical) W 24 x 55 W 21 x 44 (T.O.S.)-(2½") W 21 x 44 (T.O.S.)-(2½") W 21 x 44 (T.O.S.) - (2½") 36'-0" (typical) W 12 x 22 ) 28 K W 24 x 55 W 12 x 16 (TOS)-(2) (3) 28 K 9's W 24 x 55 W 12 x 16 3.0 ft. O.C. W 12 x 22 2nd and 3rd Floor Plans (2) 28 K 9's W 24 x 68 (T.O.S.) (2½") W 24 x 68 (T.O.S.) (2½") W 12 x 22 (9) 28 K 9's 3.0 ft. C (2) 28 K 9's W 16 x 26 W 24 x 68' (T.O.S.) (2½") W 12 x 22 S-6 (9) 28 K 9's 3.0 ft. O.C. W 12 x 22 9) 28 K 9's 3.0 ft. O.C W 27 x 84 W 24 x 68 (T.O.S.) (2½") W 24 x 68 (T.O.S.) (2½") W 24 x 68 (T.O.S.) (2½") W 16 x 26 ) 28 K 3.0 ft. 0.0 W 27 x 84 ) 28 K 3.0 ft. O.C. W 12 x 22 W 24 x 84 (T.O.S.)-(2½") W 12 x 16 2) 28 K 9's W 21 x 44 (T.O.S.)-(2½") W 24 x 84 (T.O.S.) (2½") W 21 x 44 (T.O.S.)-(2½") AISC Office Building Steel Building Case Study Lawrence, Kansas A ISC Design Engineers Sheet #: S-2 Scale: 3/32" = 1'-0" Sheet: 2 of 9
Residential Construction Academy: House Wiring (MindTap Course List)
5th Edition
ISBN:9781337402415
Author:Gregory W Fletcher
Publisher:Gregory W Fletcher
Chapter13: Switching Circuit Installation
Section: Chapter Questions
Problem 10RQ
Related questions
Question
Consider the floor framing plan included on the next page. Using an unfactored floor dead load
of 75 pounds per square foot and an unfactored floor live load of 65 pounds per square foot,
complete the following:
Determine the minimum axial design load for column A3 from the floor loading and framing
as shown.
Transcribed Image Text:30'-0" (typical)
W 24 x 55
W 21 x 44
(T.O.S.)-(2½")
W 21 x 44
(T.O.S.)-(2½")
W 21 x 44
(T.O.S.) - (2½")
36'-0" (typical)
W 12 x 22
) 28 K
W 24 x 55
W 12 x 16
(TOS)-(2)
(3) 28 K 9's
W 24 x 55
W 12 x 16
3.0 ft. O.C.
W 12 x 22
2nd and 3rd Floor Plans
(2) 28 K 9's
W 24 x 68
(T.O.S.) (2½")
W 24 x 68
(T.O.S.) (2½")
W 12 x 22
(9) 28 K 9's
3.0 ft. C
(2) 28 K 9's
W 16 x 26
W 24 x 68'
(T.O.S.) (2½")
W 12 x 22
S-6
(9) 28 K 9's
3.0 ft. O.C.
W 12 x 22
9) 28 K 9's
3.0 ft. O.C
W 27 x 84
W 24 x 68
(T.O.S.) (2½")
W 24 x 68
(T.O.S.)
(2½")
W 24 x 68
(T.O.S.) (2½")
W 16 x 26
) 28 K
3.0 ft. 0.0
W 27 x 84
) 28 K
3.0 ft. O.C.
W 12 x 22
W 24 x 84 (T.O.S.)-(2½")
W 12 x 16
2) 28 K 9's
W 21 x 44
(T.O.S.)-(2½")
W 24 x 84
(T.O.S.) (2½")
W 21 x 44
(T.O.S.)-(2½")
AISC Office Building
Steel Building Case Study
Lawrence, Kansas
A ISC
Design
Engineers
Sheet #:
S-2
Scale: 3/32" = 1'-0"
Sheet:
2 of 9
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