ly:= 17 x 106 mm4Zx = 1655 x 103 mm3bf = 190.77 mm%3Dtf = 14.48 mmd = 456.95 mmJ = 516.13 x 10³ mm4Cw = 816.35 x 10° mm6rx = 187.45 mmry = 41.91 mmSx = 1457 x 103 mm3Сь - 1.30%3Da. 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 themidspan.dProperties of Ww 18 x 50Fy = 248 MPaE = 200,000 MPaG = 77000 MPaIx = 333 x 106 mm4

given that , W 18 × 50 Beam length is 8 m Iy = 17 × 106 mm4 Zx = 1655 × 103 mm3 bf = 190.77mm tf =…

Answered: b d h. | bartleby

Engineering

Civil Engineering

b d h.

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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