A simply supported beam with spans of LAB12 ft and Lec-36 ft supports loads of w- 7.5 kips/ft and P-34 kips. The cross-sectional dimensions of the wide-flange shape are by- 11.0 in., t-0.68 in., d-28.5 in., and tw-0.49 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. by W B Lac L LAB Answer: (a) Tmax- (b) omax- ksi ksi
A simply supported beam with spans of LAB12 ft and Lec-36 ft supports loads of w- 7.5 kips/ft and P-34 kips. The cross-sectional dimensions of the wide-flange shape are by- 11.0 in., t-0.68 in., d-28.5 in., and tw-0.49 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. by W B Lac L LAB Answer: (a) Tmax- (b) omax- ksi ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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QL9
![Current Attempt in Progress
A simply supported beam with spans of LAB-12 ft and Lec-36 ft supports loads of w-7.5 kips/ft and P-34 kips. The cross-sectional
dimensions of the wide-flange shape are by- 11.0 in., t-0.68 in., d-28.5 in., and tw-0.49 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
bf
W
4
B
LBC
LAB
Answer:
(a) Tmax
(b) gmax-
ksi
ksi](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7f86de2a-ef27-4082-b5bc-fe2c7012b4a1%2F5e5a8155-8e59-447c-bccd-1a84301c7192%2Fvyetwuo_processed.png&w=3840&q=75)
Transcribed Image Text:Current Attempt in Progress
A simply supported beam with spans of LAB-12 ft and Lec-36 ft supports loads of w-7.5 kips/ft and P-34 kips. The cross-sectional
dimensions of the wide-flange shape are by- 11.0 in., t-0.68 in., d-28.5 in., and tw-0.49 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
bf
W
4
B
LBC
LAB
Answer:
(a) Tmax
(b) gmax-
ksi
ksi
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