A cantilever beam has a span of 3.32 m. The beam carries a uniform service dead load w 23.28 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end (left side). w = w kN/m 258.83 22.10 K = 38.1 d= 269.24 h L/2 m. (K = 38.1 22.10 Properties of W 10 x 77 A - 14581 mm2 d- 269.24 mm bf - 258.83 mm tf = 22.10 mm tw 13.46 mm Sx 1408 x 1o mm3 Zx = 1599 x 1o mm Lp 2.799 m Lr- 13.811 m Lb - 3 m Fy = 345 MPa k = 38.10 mm E - 200, 000 MPa Determine the maximum value of service live load P due to max. shear strength of the beam using LRFD. (kN)
A cantilever beam has a span of 3.32 m. The beam carries a uniform service dead load w 23.28 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end (left side). w = w kN/m 258.83 22.10 K = 38.1 d= 269.24 h L/2 m. (K = 38.1 22.10 Properties of W 10 x 77 A - 14581 mm2 d- 269.24 mm bf - 258.83 mm tf = 22.10 mm tw 13.46 mm Sx 1408 x 1o mm3 Zx = 1599 x 1o mm Lp 2.799 m Lr- 13.811 m Lb - 3 m Fy = 345 MPa k = 38.10 mm E - 200, 000 MPa Determine the maximum value of service live load P due to max. shear strength of the beam using LRFD. (kN)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A cantilever beam has a span of 3.32 m. The beam carries a uniform service dead load w 23.28 kN/m includes the weight of the beam. There is no lateral support
other than that at the fixed end (left side).
w = w kN/m
258.83
22.10
K = 38.1
d= 269.24
h
L/2 m.
(K= 38.1
22.10
Properties of W 10 x 77
A 14581 mm2
d- 269.24 mm
bf - 258.83 mm
tf = 22.10 mm
tw 13.46 mm
Sx 1408 x 1o mm3
Zx 1599 x 103 mm3
Lp 2.799 m
Lr= 13.811 m
Lb = 3 m
Fy = 345 MPa
k - 38.10 mm
E - 200, 000 MPa
Determine the maximum value of service live load P due to max. shear strength of the beam using LRFD. (kN)
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