A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 3.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.53 in., d = 29.3 in., and tw = 0.41 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB B LBC bf y
A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 3.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.53 in., d = 29.3 in., and tw = 0.41 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB B LBC bf y
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 3.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.53 in., d = 29.3 in., and tw = 0.41 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
Transcribed Image Text:A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 3.5 kips/ft and P = 27 kips. The cross-sectional
dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.53 in., d = 29.3 in., and tw = 0.41 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) Omax =
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