A simply supported beam with spans of LAB = 8 ft and LBC = 24 ft supports loads of w = 7.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.54 in., d = 26.8 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. b W B y

Structural Analysis
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Chapter2: Loads On Structures
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A simply supported beam with spans of LAB = 8 ft and LBC = 24 ft supports loads of w = 7.5 kips/ft and P = 27 kips.  The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.54 in., d = 26.8 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.

A simply supported beam with spans of LAB = 8 ft and LBC = 24 ft supports loads of w = 7.5 kips/ft and P = 27 kips. The cross-sectional
dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.54 in., d = 26.8 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.
b
W
O
d
LBC
LAB
Answer:
(a) Tmax=
(b) Omax =
B
ksi
ksi
Transcribed Image Text:A simply supported beam with spans of LAB = 8 ft and LBC = 24 ft supports loads of w = 7.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.54 in., d = 26.8 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. b W O d LBC LAB Answer: (a) Tmax= (b) Omax = B ksi ksi
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