A steel beam having a span of 9 m carries a concentrated service live load at the midspan. The beam has fixed support on the left side and a roller on the right side. Bending is about the x-axis. Assume the beam to have continuous lateral supports and a compact section. Neglect the weight of the beam. Prop. of Beam Section A = 24645 mm2 Zx = 4769 x 10^3 mm^3 d = 488.95 mm Sx = 4195 x 10^3 mm^3 bf = 283.48 mm Fy = 345 MPa tf = 30.48 mm E = 200000 MPa tw = 17.02 mm Determine the value of the service concentrated live load P (in KN) based on the shear strength. ø = 1.0 Cv= 1.0 a.1875 b. 1433 c.1231 d.1566
A steel beam having a span of 9 m carries a concentrated service live load at the midspan. The beam has fixed support on the left side and a roller on the right side. Bending is about the x-axis. Assume the beam to have continuous lateral supports and a compact section. Neglect the weight of the beam. Prop. of Beam Section A = 24645 mm2 Zx = 4769 x 10^3 mm^3 d = 488.95 mm Sx = 4195 x 10^3 mm^3 bf = 283.48 mm Fy = 345 MPa tf = 30.48 mm E = 200000 MPa tw = 17.02 mm Determine the value of the service concentrated live load P (in KN) based on the shear strength. ø = 1.0 Cv= 1.0 a.1875 b. 1433 c.1231 d.1566
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel beam having a span of 9 m carries a concentrated service live load at the midspan. The beam has fixed support on the left side and a roller on the right side. Bending is about the x-axis. Assume the beam to have continuous lateral supports and a compact section. Neglect the weight of the beam.
Prop. of Beam Section
A = 24645 mm2 Zx = 4769 x 10^3 mm^3
d = 488.95 mm Sx = 4195 x 10^3 mm^3
bf = 283.48 mm Fy = 345 MPa
tf = 30.48 mm E = 200000 MPa
tw = 17.02 mm
Determine the value of the service concentrated live load P (in KN) based on the shear strength. ø = 1.0 Cv= 1.0
a.1875
b. 1433
c.1231
d.1566
e. 1767
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