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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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