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b d h.

b d h.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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ly: = 17 x 106 mm4 Zx = 1655 x 103 mm3 bf = 190.77 mm %3D tf = 14.48 mm d = 456.95 mm J = 516.13 x 10³ mm4 Cw = 816.35 x 10° mm6 rx = 187.45 mm ry = 41.91 mm Sx = 1457 x 103 mm3 Сь - 1.30 %3D a. Compute the value of Lp.(m) b. Compute the value of Lr.(m) c. Compute the design moment strength of the beam. (kN-m in LRFD) d. Compute the allowable moment strength of the beam. (kN-m in LRFD)
Transcribed Image Text:ly: = 17 x 106 mm4 Zx = 1655 x 103 mm3 bf = 190.77 mm %3D tf = 14.48 mm d = 456.95 mm J = 516.13 x 10³ mm4 Cw = 816.35 x 10° mm6 rx = 187.45 mm ry = 41.91 mm Sx = 1457 x 103 mm3 Сь - 1.30 %3D a. Compute the value of Lp.(m) b. Compute the value of Lr.(m) c. Compute the design moment strength of the beam. (kN-m in LRFD) d. Compute the allowable moment strength of the beam. (kN-m in LRFD)
AW 18 x 50 beam has a simple span of 8 m. The beam is laterally supported at both ends and at the midspan. d Properties of Ww 18 x 50 Fy = 248 MPa E = 200,000 MPa G = 77000 MPa Ix = 333 x 106 mm4
Transcribed Image Text:AW 18 x 50 beam has a simple span of 8 m. The beam is laterally supported at both ends and at the midspan. d Properties of Ww 18 x 50 Fy = 248 MPa E = 200,000 MPa G = 77000 MPa Ix = 333 x 106 mm4
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