Refer to the beam loading diagram shown If the beam is made from A992 and is continuously braced, determine the most economical member W-shape for strength only I am using AISC Steel Construction Manual 15th Edition. For the double fixed-end bend shown, the following data applies: • Service live load, P = 30 kips Required live load factor: 1.6 Beam length, L = 30 ft Self-weight has already been included. A В C 0.5L 0.5L
Refer to the beam loading diagram shown If the beam is made from A992 and is continuously braced, determine the most economical member W-shape for strength only I am using AISC Steel Construction Manual 15th Edition. For the double fixed-end bend shown, the following data applies: • Service live load, P = 30 kips Required live load factor: 1.6 Beam length, L = 30 ft Self-weight has already been included. A В C 0.5L 0.5L
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Refer to the beam loading diagram shown
If the beam is made from A992 and is continuously braced, determine the
most economical member W-shape for strength only
I am using AISC Steel Construction Manual 15th Edition.
For the double fixed-end bend shown, the following data applies:
• Service live load, P = 30 kips
Required live load factor: 1.6
Beam length, L = 30 ft
Self-weight has already been included.
A
В
C
0.5L
0.5L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2307f899-055e-4328-9876-89170221be71%2F581593c0-b63e-44cf-bee2-d102040b0dde%2Fqzz58ui_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Refer to the beam loading diagram shown
If the beam is made from A992 and is continuously braced, determine the
most economical member W-shape for strength only
I am using AISC Steel Construction Manual 15th Edition.
For the double fixed-end bend shown, the following data applies:
• Service live load, P = 30 kips
Required live load factor: 1.6
Beam length, L = 30 ft
Self-weight has already been included.
A
В
C
0.5L
0.5L
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