A simply supported beam with spans of LAB-6 ft and Lac - 18 ft supports loads of w-3.5 kips/ft and P-28 kips. The cross-sectional dimensions of the wide-flange shape are by-9.0 in., -0.66 in., d-26.4 in., and t-0.45 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB Answer: (a) Tmax= (b) gmax - i i B W LBC ksi ksi
A simply supported beam with spans of LAB-6 ft and Lac - 18 ft supports loads of w-3.5 kips/ft and P-28 kips. The cross-sectional dimensions of the wide-flange shape are by-9.0 in., -0.66 in., d-26.4 in., and t-0.45 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB Answer: (a) Tmax= (b) gmax - i i B W LBC ksi ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A simply supported beam with spans of LAB-6 ft and Lac - 18 ft supports loads of w-3.5 kips/ft and P-28 kips. The cross-sectional
dimensions of the wide-flange shape are by-9.0 in., -0.66 in., d-26.4 in., and t-0.45 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
LAB
Answer:
(a) Tmax=
(b) gmax - i
i
B
W
LBC
ksi
ksi
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