(a) Draw a flowchart on how to design a compression member using rolled W-shape. Paste a picture of your flowchart on the textbox below. (b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to- %3D paper direction only. For determining K, neglect inelastic action, and use lx for beams and ly for columns. Use ASD specifications.
(a) Draw a flowchart on how to design a compression member using rolled W-shape. Paste a picture of your flowchart on the textbox below. (b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to- %3D paper direction only. For determining K, neglect inelastic action, and use lx for beams and ly for columns. Use ASD specifications.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
ASAP PLEASE I NEED IT BY 5 PM
![SITUATION 1
(a) Draw a flowchart on how to design a compression member using rolled W-shape.
Paste a picture of your flowchart on the textbox below.
(b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy =
50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper
and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500
kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to-
%3D
paper direction only. For determining K, neglect inelastic action, and use Ix for beams
and ly for columns. Use ASD specifications.
Put your final answers at the text box below.
Same as
14-0
design column
W14X68
W14x68(bcam)
Design this
column
14-0
36-0
36-0
-36-0-
Edit.
Virw
Insert
Tormat
CS
Scned with CarnSicanner
味](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7d9a21c5-5446-4144-9d1a-8161f18403b0%2Fa4d01378-28be-4d39-9105-3a0568ad036e%2F9fmk8x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION 1
(a) Draw a flowchart on how to design a compression member using rolled W-shape.
Paste a picture of your flowchart on the textbox below.
(b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy =
50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper
and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500
kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to-
%3D
paper direction only. For determining K, neglect inelastic action, and use Ix for beams
and ly for columns. Use ASD specifications.
Put your final answers at the text box below.
Same as
14-0
design column
W14X68
W14x68(bcam)
Design this
column
14-0
36-0
36-0
-36-0-
Edit.
Virw
Insert
Tormat
CS
Scned with CarnSicanner
味
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