S1 Situation 1:A light crane rail sits on and is securely fastenedto a W crane girder. The girder is simply supportedon a span of 6 m. The crane wheel loads are asfollows: V= 80 kN and H = 8 kN. Assume full transferof lateral load to the top flange of the girder.Girder properties:Weight = 67 kg/mSx = 1, 280 x 103 mm3Sy = 361 x 103 mm3Allowable stresses:Fbx = 164 MPaFby = 186 MPaDetermine the actual bending stressabout the x- axis.1.99.12 MPaс.d.а.93.75 MPab.96.06 MPa104. 72 MPa2.Find the actual bending stress about the y - axis.a.66.48 MPaс.85.60 MPab.42.80 MPad.33.24 MPaCompute the value of the interaction equation.a.b.3.0.94с.0.870.60d.0.66

Given, Span of the girder (L) = 6 m Transverse component of wheel load (V) = 80 kNLateral component…

Situation 1: A light crane rail sits on and is securely fastened to a W crane girder. The girder is simply supported on a span of 6 m. The crane wheel loads are as follows: V = 80 kN and H = 8 kN. Assume full transfer of lateral load to the top flange of the girder. Girder properties: Weight = 67 kg/m Sx = 1, 280 x 10° mm3 Sy = 361 x 10° mm³ Allowable stresses: Fbx = 164 MPa Fby = 186 MPa 1. Determine the actual bending stress about the x- axis. a. 99.12 MPa 93.75 MPa с. d. 104.72 MPα b. 96.06 MPa 2. Find the actual bending stress about the y- axis. а. 66.48 MPa с. 85.60 MPa b. 42.80 MPa d. 33.24 MPa 3. Compute the value of the interaction equation. a. b. 0.94 с. 0.87 0.60 d. 0.66

Situation 1: A light crane rail sits on and is securely fastened to a W crane girder. The girder is simply supported on a span of 6 m. The crane wheel loads are as follows: V = 80 kN and H = 8 kN. Assume full transfer of lateral load to the top flange of the girder. Girder properties: Weight = 67 kg/m Sx = 1, 280 x 10° mm3 Sy = 361 x 10° mm³ Allowable stresses: Fbx = 164 MPa Fby = 186 MPa 1. Determine the actual bending stress about the x- axis. a. 99.12 MPa 93.75 MPa с. d. 104.72 MPα b. 96.06 MPa 2. Find the actual bending stress about the y- axis. а. 66.48 MPa с. 85.60 MPa b. 42.80 MPa d. 33.24 MPa 3. Compute the value of the interaction equation. a. b. 0.94 с. 0.87 0.60 d. 0.66

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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