A cantilever beam of 7.4—ft(2.20—m) span carries a uniform dead load of 685 Ib/ft(10kN/m) and a concentrated live load of 18k (80 kN) at a distance 3ft(0.9m) from the face of the support. design the beam for moment and shear using the strength design method. given: f’c=3ksi (21 MPa), fy=60 ksi (420 MPa), b=8in. (200mm) and use p=3/4pmax
A cantilever beam of 7.4—ft(2.20—m) span carries a uniform dead load of 685 Ib/ft(10kN/m) and a concentrated live load of 18k (80 kN) at a distance 3ft(0.9m) from the face of the support. design the beam for moment and shear using the strength design method. given: f’c=3ksi (21 MPa), fy=60 ksi (420 MPa), b=8in. (200mm) and use p=3/4pmax
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A cantilever beam of 7.4—ft(2.20—m) span carries a uniform dead load of 685 Ib/ft(10kN/m) and a concentrated live load of 18k (80 kN) at a distance 3ft(0.9m) from the face of the support. design the beam for moment and shear using the strength design method. given: f’c=3ksi (21 MPa), fy=60 ksi (420 MPa), b=8in. (200mm) and use p=3/4pmax
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